BE CIVIL ENGINEERING syllabus Mid-West Univeristy!
MID-WEST UNIVERSITY
FACULTY OF ENGINEERING
Surkhet, Nepal
CURRICULUM OF BACHELOR IN CIVIL ENGINEERING
1. Introduction
Mid-West University (MU) is offering undergraduate (Bachelor level) program in Civil Engineering with the objective of
producing high-level technical manpower as per the nation’s need and equipping with capacity to undertake any kinds of
Civil Engineering works using the latest technologies. Basic information regarding the general policy of Mid-West
University related to Bachelor of Civil Engineering Program is stated in below sections
2. Title
The title of the program is Bachelor of Civil Engineering (B.E. Civil)
3. Objective
The objective of the Civil Engineering Program at Mid-West University is to prepare students with appropriate technical & analytical knowledge and skills to produce high quality Civil engineers and researchers.
4. Duration of the Course
The total duration of the course is 4 years (eight semesters). Each year consists of two semesters.
5. Medium of Instruction and Examination
The medium of instruction and examination of Civil Engineering Program shall be in English.
6. Entry Requirement for New Students
The entry requirement for students in B.E. Civil is Intermediate in Science (I.Sc.), or Higher Secondary level (10+2) or Diploma in Engineering or Architecture or equivalent from a recognized institution with at least a second division marks at their respective Intermediate level. Besides the basic academic requirement, the candidate must have passed entrance examination conducted by the University.
7. Admission Procedure
The entrance test application form and the information brochure shall be provided on request at the Dean's Office (MU) or
at the concerned college. The concerned college scrutinizes the applications. The eligible candidates are informed to appear
in the entrance test. The exact date for the entrance test is communicated to the applicants by the college. The candidates
shall be admitted on merit basis.
The college may also hold interviews for the candidates before their final selection for admission. Eligible foreign national
students may be admitted against limited seats on the basis of an interview to be conducted by the college.
The candidates, who are given provisional admission pending submission of the qualifying certificates, are required to
submit all necessary documents within a week of the beginning of regular classes. Otherwise, the admission will be annulled.
8. The Credit System
Each course is assigned a certain number of credits depending generally upon its lecture, tutorial and practical work hours in a week. In theory subjects, one lecture hour per week is assigned one credit as a general rule.
9. Academic Schedule
The academic session of the University consists of two semesters per year. The Fall semester starts in November and the Spring Semester starts in May. For the Bachelor's program in engineering, student admission may commence either in the Fall semester or in the Spring semester, as approved by the University. Mid-West University publishes its yearly academic calendar. The affiliated colleges are required to follow the calendar.
10. Student Evaluation
The students' academic performance during a semester is evaluated using the system of continuous assessment (evaluation of internal assessment plus the final examination). The college and the University conduct the internal assessment and the final examinations, respectively. Each course shall have internal assessment marks of 50% evaluated by the assigned teacher. Generally, each course will have a written semester examination of 50% marks at the end of each semester. In the Practical courses, except subject surveying and engineering geology, final examination will not be conducted and the internal assessment marks shall be awarded on the basis of continual assessment.
Grading System
The grade (marks) awarded to a student in a course is based on his/her consolidated performance in internal assessments and final examinations. The letter grade in any particular subject is an indication of a student’s relative performance in that course. The pattern of grading is as follows:
Letter | Range | Grade Point | Description |
---|---|---|---|
A | 85-100 | 4.0 | Outstanding |
A- | 80-84 | 3.67 | Distinction |
B | 75-79 | 3.33 | Excellent |
B- | 70-74 | 3.00 | Very Good |
C | 65-69 | 2.50 | Good |
C- | 60-64 | 2.00 | Average |
D | 55-59 | 1.50 | Fair |
D- | 50-54 | 1.00 | Satisfactory |
F | Below 50 | 0.00 | Failing |
Only in very rare and unusual circumstances, if a student cannot finish all the required work for the course, he/she may be
awarded an incomplete grade "I". If all the required work is not completed within the following semester, the grade of I will
automatically be converted to an "F". A student receiving an I grade do not need to register for that subject in the following
semester to complete the required works.
The performance of a student in a semester shall be evaluated in terms of the Semester Grade Point Average (SGPA) which
is the grade point average for the semester. The cumulative grade point average (CGPA) is the grade point average for all
completed semesters.
SGPA = total honor points earned in a semester / total number of credits registered in a semester CGPA =
total honor points earned / total number of credits completed
11. Attendance Requirement
The students must attend every lecture, tutorial and practical classes. However, to accommodate for sickness and other contingencies, the attendance requirement shall be a minimum of 80% of the classes actually held. If a student fails to attend 80% of the classes in any particular subject, he/she shall not be allowed to take the final examination in that subject. If a student is continuously absent in the college for more than four weeks without notifying the Campus, his/her name will be removed from the college registration.
12. Normal and Maximum Duration of Stay at the College
The normal duration for completing the Bachelor of Civil Engineering program at the university will be four years. The maximum duration for the completion of the requirements shall be the normal duration plus four years.
13. Course Registration
The academic record of a student is maintained in terms of the courses for which he/she registers in any semester, and the grades he/she obtains in those courses. Registration for courses is done at the beginning of each semester. Since registration is a very important procedural part of the credit system, it is absolutely essential that all students present themselves at the campus. In case of illness or any exceptional circumstance during the registration period, he/she must inform the Campus.
14. Repeating a Course
A course may be taken only once for a grade, except when a student receives a D or F grade. Since passing of all core courses individually is a degree requirement, the student must retake the failing core course when offered and must successfully complete the course. Retaking a course in which a student has earned a D grade is optional. However, a student cannot retake more than two courses in which he/she has received D grade. The grade earned on the retake will be substituted for the grade earned first time the course was taken.
15. Transfer of Credit Hours
A maximum of 15 credit hours of course work completed in an equivalent program of a recognized institution may be
transferred for credit. For transfer of credit, a student must have received a grade of B or better in the respective course.
Courses taken earlier than five years from the time of transfer may not be accepted for transfer of credit.
The concerned Subject Committee of the University will make an evaluation of the applicant for transfer of credit. The
awarding of transferred credit will be based on the applicant's score in the college or University, which he/she attended
previously.
16. Course Coding for Civil Engineering
Each course is identified by two letters followed by a three-digit number. The two letters indicate the subject area (e.g., SH for Science & Humanities, EL for Electrical Engineering, EX for Electronics & communication Engineering, ME for Mechanical Engineering, AR for Architectural Engineering, CO for Computer Engineering, CE for Civil Engineering, HE for Hydropower Engineering, MS for Management Science etc.). The first digit of each number indicates the 4-year bachelor level, second digit indicates semester (1 for first, 2 for second and so on 8 for eighth semester) and last or third digit indicates course sequence. Example, SH411 is the code for the subject Engineering Mathematics I which is offered in the Bachelor first year, where Science and Humanities is the subject area.
17. Elective Courses
The curriculum is oriented to have intensive study in the field of interest with course registration flexibility at least for three courses, but in future, course registration flexibility shall be increased to more number of courses.
18. Award of Degree
The Mid-West University awards Bachelor of Civil Engineering degree upon completion of all requirements as prescribed in the curriculum. MU awards grades as explained in the curriculum on the basis of individual student's relative performance. The minimum credit hours needed for B.E. Civil Engineering is 150 Credit hours. Cumulative Grade Point Average (CGPA) for the degree shall be awarded upon completion of all requirements.
19. Scrutinizing of Final Examination Paper
Students may apply for re-totaling or rechecking of their grades as per University rule, upon payment of prescribed fee.
20. Final Examination
The MU conducts final examination at the end of each semester. The procedure of final examination conduction will be as
per the examination rules of the MU.
Note: The provisions of this document are not to be regarded as a binding contract between the University and the
students. The University reserves the right to change any provisions requirements contained in this document at any time,
without pre-notification, within the students' term of residence.
Year/Part: I/I
S.N. | Course Code | Course Description | Credits | Lecture | Tutorial | Laboratory | Total |
---|---|---|---|---|---|---|---|
1 | SH411 | Engineering Mathematics I | 3 | 3 | 2 | 0 | 5 |
2 | CE411 | Applied Mechanics I (Statics) | 3 | 3 | 2 | 0 | 5 |
3 | SH412 | Engineering Physics | 4 | 4 | 1 | 2 | 7 |
4 | ME411 | Engineering Drawing I | 2 | 1 | 0 | 3 | 4 |
5 | ME412 | Workshop Technology | 1 | 1 | 0 | 3 | 4 |
6 | CE412 | Construction Materials | 3 | 3 | 0 | 2 | 5 |
7 | CO411 | Basic Computer Concept and Programming | 3 | 3 | 0 | 3 | 6 |
Total | 19 | 18 | 5 | 13 | 36 |
Year/Part: I/II
S.N. | Course Code | Course Description | Credits | Lecture | Tutorial | Laboratory | Total |
---|---|---|---|---|---|---|---|
1 | SH421 | Engineering Mathematics II | 3 | 3 | 2 | 0 | 5 |
2 | CE421 | Applied Mechanics II (Dynamics) | 3 | 3 | 2 | 0 | 5 |
3 | SH422 | Engineering Chemistry | 3 | 3 | 1 | 2 | 6 |
4 | ME421 | Engineering Drawing II | 2 | 1 | 0 | 3 | 4 |
5 | ME422 | Fundamental of Thermodynamics and Heat Transfer | 3 | 3 | 1 | 1.5 | 5.5 |
6 | EL421 | Basic Electrical Engineering | 3 | 3 | 1 | 1.5 | 5.5 |
7 | EX421 | Basic Electronics Engineering | 3 | 3 | 1 | 1.5 | 5.5 |
Total | 20 | 19 | 8 | 9.5 | 36.5 |
Year/Part: II/I
S.N. | Course Code | Course Description | Credits | Lecture | Tutorial | Laboratory | Total |
---|---|---|---|---|---|---|---|
1 | SH431 | Engineering Mathematics III | 3 | 3 | 2 | 0 | 5 |
2 | CE431 | Strength of Materials | 3 | 3 | 1 | 1 | 5 |
3 | CE432 | Fluid Mechanics | 3 | 3 | 2 | 1 | 6 |
4 | CE433 | Surveying I | 3 | 3 | 1 | 3 | 7 |
5 | CE434 | Engineering Geology | 3 | 3 | 0 | 1 | 4 |
6 | CE435 | Building Construction and Building Drawings | 3 | 3 | 1 | 2 | 6 |
7 | SH432 | Communication English | 3 | 3 | 1 | 1 | 5 |
Total | 21 | 21 | 8 | 9 | 38 |
ON
BACHELOR OF CIVIL ENGINEERING PROGRAM OF
MID-WEST UNIVERSITY
Mid-West University (MU) is offering undergraduate (Bachelor level) program in Civil Engineering with the objective of producing high-level technical manpower as per the nation’s need and equipping with capacity to undertake any kinds of Civil Engineering works using the latest technologies. Basic information regarding the general policy of Mid-West University related to Bachelor of Civil Engineering Program is stated in below sections
The title of the program is Bachelor of Civil Engineering (B.E. Civil)
The objective of the Civil Engineering Program at Mid-West University is to prepare students with appropriate technical & analytical knowledge and skills to produce high quality Civil engineers and researchers.
The total duration of the course is 4 years (eight semesters). Each year consists of two semesters.
The medium of instruction and examination of Civil Engineering Program shall be in English.
The entry requirement for students in B.E. Civil is Intermediate in Science (I.Sc.), or Higher Secondary level (10+2) or Diploma in Engineering or Architecture or equivalent from a recognized institution with at least a second division marks at their respective Intermediate level. Besides the basic academic requirement, the candidate must have passed entrance examination conducted by the University.
The entrance test application form and the information brochure shall be provided on request at the Dean's Office (MU) or at the concerned college. The concerned college scrutinizes the applications. The eligible candidates are informed to appear in the entrance test. The exact date for the entrance test is communicated to the applicants by the college. The candidates shall be admitted on merit basis.
The college may also hold interviews for the candidates before their final selection for admission. Eligible foreign national students may be admitted against limited seats on the basis of an interview to be conducted by the college.
The candidates, who are given provisional admission pending submission of the qualifying certificates, are required to submit all necessary documents within a week of the beginning of regular classes. Otherwise, the admission will be annulled.
Each course is assigned a certain number of credits depending generally upon its lecture, tutorial and practical work hours in a week. In theory subjects, one lecture hour per week is assigned one credit as a general rule.
The academic session of the University consists of two semesters per year. The Fall semester starts in November and the Spring Semester starts in May. For the Bachelor's program in engineering, student admission may commence either in the Fall semester or in the Spring semester, as approved by the University. Mid-West University publishes its yearly academic calendar. The affiliated colleges are required to follow the calendar.
The students' academic performance during a semester is evaluated using the system of continuous assessment (evaluation of internal assessment plus the final examination). The college and the University conduct the internal assessment and the final examinations, respectively. Each course shall have internal assessment marks of 50% evaluated by the assigned teacher. Generally, each course will have a written semester examination of 50% marks at the end of each semester. In the Practical courses, except subject surveying and engineering geology, final examination will not be conducted and the internal assessment marks shall be awarded on the basis of continual assessment.
Grading System
The grade (marks) awarded to a student in a course is based on his/her consolidated performance in internal assessments and final examinations. The letter grade in any particular subject is an indication of a student’s relative performance in that course. The pattern of grading is as follows:
Letter |
Range |
Grade |
Grade Point Description |
A |
85-100 |
4.0 |
Outstanding |
A- |
80-84 |
3.67 |
Distinction |
B |
75-79 |
3.33 |
Excellent |
B- |
70-74 |
3.00 |
Very Good |
C |
65-69 |
2.50 |
Good |
C- |
60-64 |
2.00 |
Average |
D |
55-59 |
1.50 |
Fair |
D- |
50-54 |
1 |
Satisfactory |
F |
Below 50 |
0 |
Failing |
Only in very rare and unusual circumstances, if a student cannot finish all the required work for the course, he/she may be awarded an incomplete grade "I". If all the required work is not completed within the following semester, the grade of I will automatically be converted to an "F". A student receiving an I grade do not need to register for that subject in the following semester to complete the required works.
The performance of a student in a semester shall be evaluated in terms of the Semester Grade Point Average (SGPA) which is the grade point average for the semester. The cumulative grade point average (CGPA) is the grade point average for all completed semesters.
SGPA = total honor points earned in a semester / total number of credits registered in a semester CGPA = total honor points earned / total number of credits completed
11. Attendance Requirement
The students must attend every lecture, tutorial and practical classes. However, to accommodate for sickness and other contingencies, the attendance requirement shall be a minimum of 80% of the classes actually held. If a student fails to attend 80% of the classes in any particular subject, he/she shall not be allowed to take the final examination in that subject. If a student is continuously absent in the college for more than four weeks without notifying the Campus, his/her name will be removed from the college registration.
12. Normal and Maximum Duration of Stay at the College
The normal duration for completing the Bachelor of Civil Engineering program at the university will be four years. The maximum duration for the completion of the requirements shall be the normal duration plus four years.
13. Course Registration
The academic record of a student is maintained in terms of the courses for which he/she registers in any semester, and the grades he/she obtains in those courses. Registration for courses is done at the beginning of each semester. Since registration is a very important procedural part of the credit system, it is absolutely essential that all students present themselves at the campus. In case of illness or any exceptional circumstance during the registration period, he/she must inform the Campus.
14. Repeating a Course
A course may be taken only once for a grade, except when a student receives a D or F grade. Since passing of all core courses individually is a degree requirement, the student must retake the failing core course when offered and must successfully complete the course. Retaking a course in which a student has earned a D grade is optional. However, a student cannot retake more than two courses in which he/she has received D grade. The grade earned on the retake will be substituted for the grade earned first time the course was taken.
15 . Transfer of Credit Hours
A maximum of 15 credit hours of course work completed in an equivalent program of a recognized institution may be transferred for credit. For transfer of credit, a student must have received a grade of B or better in the respective course. Courses taken earlier than five years from the time of transfer may not be accepted for transfer of credit.
The concerned Subject Committee of the University will make an evaluation of the applicant for transfer of credit. The awarding of transferred credit will be based on the applicant's score in the college or University, which he/she attended
previously.
Each course is identified by two letters followed by a three-digit number. The two letters indicate the subject area (e.g., SH for Science & Humanities, EL for Electrical Engineering, EX for Electronics & communication Engineering, ME for Mechanical Engineering, AR for Architectural Engineering, CO for Computer Engineering, CE for Civil Engineering, HE for Hydropower Engineering, MS for Management Science etc.). The first digit of each number indicates the 4-year bachelor level, second digit indicates semester (1 for first, 2 for second and so on 8 for eighth semester) and last or third digit indicates
course sequence.
Example,
SH411 is the code for the subject Engineering Mathematics I which is offered in the Bachelor first year, where Science and Humanities is the subject area.
The curriculum is oriented to have intensive study in the field of interest with course registration flexibility at least for three courses, but in future, course registration flexibility shall be increased to more number of courses.
The Mid-West University awards Bachelor of Civil Engineering degree upon completion of all requirements as prescribed in the curriculum. MU awards grades as explained in the curriculum on the basis of individual student's relative performance. The minimum credit hours needed for B.E. Civil Engineering is 150 Credit hours.
Cumulative Grade Point Average (CGPA) for the degree shall be awarded upon completion of all requirements.
Students may apply for re-totaling or rechecking of their grades as per University rule, upon payment of prescribed fee.
The MU conducts final examination at the end of each semester. The procedure of final examination conduction will be as per the examination rules of the MU.
Note: The provisions of this document are not to be regarded as a binding contract between the University and the students. The University reserves the right to change any provisions requirements contained in this document at any time, without pre-notification, within the students' term of residence.
BACHELOR IN CIVIL ENGINEERING
COURSE STRUCTURE
Year/Part: I/I
S.N. |
Course Code |
Course Description |
Credits |
Lecture |
Tutorial |
Laboratory |
Total |
1 |
SH411 |
Engineering Mathematics I |
3 |
3 |
2 |
0 |
5 |
2 |
CE411 |
Applied Mechanics I (Statics) |
3 |
3 |
2 |
0 |
5 |
3 |
SH412 |
Engineering Physics |
4 |
4 |
1 |
2 |
7 |
4 |
ME411 |
Engineering Drawing I |
2 |
1 |
0 |
3 |
4 |
5 |
ME412 |
Workshop Technology |
1 |
1 |
0 |
3 |
4 |
6 |
CE412 |
Construction Materials |
3 |
3 |
0 |
2 |
5 |
7 |
CO411 |
Basic Computer Concept and Programming |
3 |
3 |
0 |
3 |
6 |
|
Total |
19 |
18 |
5 |
13 |
36 |
Year/Part: I/II
S.N. |
Course Code |
Course Description |
Credits |
Lecture |
Tutorial |
Laboratory |
Total |
1 |
SH421 |
Engineering Mathematics II |
3 |
3 |
2 |
0 |
5 |
2 |
CE421 |
Applied Mechanics II (Dynamics) |
3 |
3 |
2 |
0 |
5 |
3 |
SH422 |
Engineering Chemistry |
3 |
3 |
1 |
2 |
6 |
4 |
ME421 |
Engineering Drawing II |
2 |
1 |
0 |
3 |
4 |
5 |
ME422 |
Fundamental of Thermodynamics and Heat Transfer |
3 |
3 |
1 |
1.5 |
5.5 |
6 |
EL421 |
Basic Electrical Engineering |
3 |
3 |
1 |
1.5 |
5.5 |
7 |
EX421 |
Basic Electronics Engineering |
3 |
3 |
1 |
1.5 |
5.5 |
|
Total |
20 |
19 |
8 |
9.5 |
36.5 |
Year/Part: II/I
S.N. |
Course Code |
Course Description |
Credits |
Lecture |
Tutorial |
Laboratory |
Total |
1 |
SH431 |
Engineering Mathematics III |
3 |
3 |
2 |
0 |
5 |
2 |
CE431 |
Strength of Materials |
3 |
3 |
1 |
1 |
5 |
3 |
CE432 |
Fluid Mechanics |
3 |
3 |
2 |
1 |
6 |
4 |
CE433 |
Surveying I |
3 |
3 |
1 |
3 |
7 |
5 |
CE434 |
Engineering Geology |
3 |
3 |
0 |
1 |
4 |
6 |
CE435 |
Building Construction and Building Drawings |
3 |
3 |
1 |
2 |
6 |
7 |
SH432 |
Communication English |
3 |
3 |
1 |
1 |
5 |
|
|
Total |
21 |
21 |
8 |
9 |
38 |
Year/Part: II/II
S.N. |
Course Code |
Course Description |
Credits |
Lecture |
Tutorial |
Laboratory |
Total |
1 |
CE441 |
Theory of Structures I |
3 |
3 |
1 |
1 |
5 |
2 |
SH441 |
Probability and Statistics |
3 |
3 |
2 |
0 |
5 |
3 |
CE442 |
Surveying II |
3 |
3 |
1 |
3 |
7 |
4 |
CE443 |
Hydraulics |
4 |
4 |
2 |
1 |
7 |
5 |
CE444 |
Soil Mechanics |
3 |
3 |
2 |
1 |
6 |
6 |
CE445 |
Concrete Technology and Masonry Structures |
3 |
3 |
1 |
1 |
5 |
7 |
CO441 |
Numerical Methods |
3 |
3 |
1 |
2 |
6 |
|
Total |
22 |
22 |
10 |
9 |
41 |
Year/Part: III/I
S.N. |
Course Code |
Course Description |
Credits |
Lecture |
Tutorial |
Laboratory |
Total |
1 |
CE451 |
Theory of Structures II |
4 |
4 |
2 |
1 |
7 |
2 |
CE452 |
Survey Camp |
1 |
1 |
0 |
2 |
3 |
3 |
CE453 |
Water Supply and Sanitary Engineering |
3 |
3 |
1 |
1 |
5 |
4 |
MS451 |
Engineering Economics |
3 |
3 |
1 |
0 |
4 |
5 |
CE454 |
Foundation Engineering |
4 |
4 |
2 |
1 |
7 |
6 |
CE455 |
Transportation Engineering I |
3 |
3 |
1 |
1 |
5 |
7 |
CE456 |
Engineering Hydrology |
3 |
3 |
1 |
1 |
5 |
|
Total |
21 |
21 |
8 |
7 |
36 |
Year/Part: III/II
S.N. |
Course Code |
Course Description |
Credits |
Lecture |
Tutorial |
Laboratory |
Total |
1 |
CE461 |
Design of Steel and Timber Structures |
4 |
4 |
2 |
0 |
6 |
2 |
CE462 |
Transportation Engineering II |
3 |
3 |
1 |
1 |
5 |
3 |
CE463 |
Irrigation Engineering |
3 |
3 |
2 |
1 |
6 |
4 |
CE464 |
Sanitation Engineering |
3 |
3 |
1 |
1 |
5 |
5 |
MS461 |
Project Management |
3 |
3 |
1 |
0 |
4 |
6 |
CE46* |
Elective I |
3 |
3 |
1 |
1 |
5 |
7 |
CE465 |
Engineering Professional Practices |
2 |
2 |
0 |
0 |
2 |
|
|
Total |
21 |
21 |
8 |
4 |
33 |
Year/Part: IV/I
S.N. |
Course Code |
Course Description |
Credits |
Lecture |
Tutorial |
Laboratory |
Total |
1 |
CE471 |
Civil Engineering Project I |
2 |
0 |
0 |
4 |
4 |
2 |
CE472 |
Hydropower Engineering |
3 |
3 |
2 |
1 |
6 |
3 |
MS471 |
Construction Management |
3 |
3 |
1 |
0 |
4 |
4 |
CE473 |
Estimating and Valuation |
3 |
3 |
2 |
0 |
5 |
5 |
CE47* |
Elective II |
3 |
3 |
1 |
1 |
5 |
6 |
CE47* |
Elective III |
3 |
3 |
1 |
1 |
5 |
7 |
CE474 |
Design of Reinforced Cement Concrete Structures |
4 |
4 |
2 |
1.5 |
7.5 |
|
Total |
21 |
19 |
9 |
8.5 |
36.5 |
Year/Part: IV/II
S.N. |
Course Code |
Course Description |
Credits |
Lecture |
Tutorial |
Laboratory |
Total |
1 |
CE481 |
Civil Engineering Project II |
3 |
0 |
0 |
6 |
6 |
2 |
CE482 |
Internship |
2 |
|
3 Months |
|
|
|
|
Total |
5 |
0 |
0 |
9 |
9 |
Elective I
S.N. |
Course Code |
Course Description |
Credits |
Lecture |
Tutorial |
Laboratory |
Total |
1 |
CE466 |
Structural Dynamics |
3 |
3 |
1 |
1 |
5 |
2 |
CE467 |
Environmental Impact Assessment |
3 |
3 |
1 |
1 |
5 |
3 |
CE468 |
Low Volume Road Engineering |
3 |
2 |
1 |
1 |
5 |
4 |
CE469 |
Advanced Structural Analysis |
3 |
3 |
1 |
1 |
5 |
Elective II / Elective III
S.N. |
Course Code |
Course Description |
Credits |
Lecture |
Tutorial |
Laboratory |
Total |
1 |
CE475 |
Geographical Information System |
3 |
3 |
1 |
1 |
5 |
2 |
CE476 |
Airport and Railway Engineering |
3 |
3 |
1 |
1 |
5 |
3 |
CE 477 |
Earthquake Engineering |
3 |
3 |
1 |
1 |
5 |
4 |
CE478 |
Solid Waste Management |
3 |
3 |
1 |
1 |
5 |
5 |
CE479 |
Design of Reinforced Concrete Bridge |
3 |
3 |
1 |
1 |
5 |
B.E. (CIVIL) FIRST YEAR DETAIL SYLLABUS
(FIRST SEMESTER)
COURSE CODE: SH411
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
2 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The basic objective of the course is to provide the students a sound knowledge of calculus, analytic geometry and other related topics.
1.1. Limit of a function with examples
1.2. Infinity as a limit
1.3. Continuity of a function with their properties
2.1. Introduction
2.2. Higher order derivatives (Leibnitz’s theorem)
2.3. Mean value theorem: Rolle ’s Theorem, Lagrange’s mean value theorem, and Cauchy’s mean value theorem (Statement only).
2.4. Power series of single valued function (Taylor’s series, and Maclaurin’s series )
2.5. Indeterminate forms; L’Hospital rule
2.6. Asymptotes to Cartesian and polar curves
2.7. Curvature and radius of curvature
3.1. Introduction (Basic integration formulas, Methods of integration, and standard integrals)
3.2. Definite integrals and its properties
3.3. Improper integrals
3.4. Differentiation under integral sign
3.5. Reduction formula; Beta Gama functions
3.6. Application of integrals for finding areas, arc length, surface andsolid of revolution in the plane for Cartesian and polar curves
4.1. Transformation of coordinates: Translation and rotation
4.2. Ellipse and hyperbola; Standard forms, tangent, and normal
4.3. General equation of conics in Cartesian and polar forms
5.1. Vector components and types of vector
5.2. Vector addition and subtraction
5.3. Direction Cosines and space coordinates (Cartesian cylinder, and Spherical)
5.4. Scalar products and vector products
5.5. Product of three and four vectors
5.6. Vector equation of lines and planes
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks Distribution* |
1. |
3 |
4 |
2. |
14 |
16 |
3. |
12 |
16 |
4. |
8 |
8 |
5. |
8 |
6 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
COURSE CODE: CE411
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
2 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The basic objective of the course is to provide the students a sound knowledge of Newton’s laws of motion and mechanical equilibrium so that it would be helpful for them to understand structural engineering stress analysis principles in later courses or to use basics of mechanics in their branch of engineering.
1.1. Fundamental concepts and principles
1.2. Concept of particles in rigid and deformed bodies
1.3. Concept of statistics and dynamics
1.4. Physical meaning of equilibrium and its essence in structural application
1.5. System of units
2.1. Concept of forces and free body diagram
2.2. Equation of equilibrium in 2D and 3D
2.3. Introductions of vectors (Vector & scalar quantities, laws of vectors and their applications, units of vectors, and scalar and vector triple product)
2.4. Different types of forces: Point, Surface traction and Body Forces
2.5. Resolution and composition of forces: Relevant examples
2.6. Principle of transmissibility and equivalent forces: Relevant examples
2.7. Moments and couples: Relevant examples
2.8. Resolution of a force into forces and a couple
2.9. Resultant of force and moment for a system of force: Examples
2.10. Introduction of friction (Definition, Types, Coefficient of friction, Angle of friction, Laws of friction)
3.1. Concepts and calculation of centre of gravity and centroid: Examples
3.2. Calculation of second moment of area /moment of inertia and radius of gyration
3.3. Use of parallel and perpendicular axis theorem: Relevant examples
3.4. Moment of inertia of common figures, built up section and uniform thin rod
4.1. Introduction to structures: Discrete and continuum
4.2. Definition and types of beam, frame and truss
4.3. Difference between mechanism and structure
4.4. Concept of load estimating and support idealizations
4.5. Concept of rigid joints/distribute loads in beams/frames.
4.6. Concept of statically/kinematically determinate and indeterminate beams, frames, and truss: Relevant examples
5.1. External and internal forces in beam
5.2. Determinacy and stability of frame
5.3. Sign convention of different internal forces
5.4. Calculation of axial force, shear force and bending moment for determinate beams and frames (Joint and section method)
5.5. Axial force, shear force and bending moment diagrams and examples for drawing them
.
6.1. Determinacy and stability of truss
6.2. Analysis of plane truss (Method of joints and sections)
6.3. Introduction to space truss
7.1. Rectilinear kinematics: Continuous motion
7.2. Position, velocity and acceleration of a particle and rigid body
7.3. Curvilinear motion: Rectangular components with examples of particles
7.4. Newton’s second law of motion and momentum
7.5. Equation of motion and dynamic equilibrium
7.6. Angular momentum and rate of change
7.7. Equation of motion-rectilinear and curvilinear
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Mark Distribution* |
1 |
2 |
4 |
2 |
12 |
12 |
3 |
6 |
8 |
4 |
4 |
4 |
5 |
8 |
10 |
6 |
6 |
8 |
7 |
7 |
4 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
COURSE CODE: SH412
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
4 |
2 |
1 |
50 |
- |
50 |
50 |
150 |
|
Course Objective: The basic objective of the course is to use the concept and knowledge of physics in different engineering fields.
1.1. Introduction
1.2. Equation of simple harmonic motion
1.3. Application of simple harmonic motion (Suspended spring mass system)
1.4. Free, damped, forced oscillation
1.5. Angular simple harmonic motion and its application in physical pendulum, Torsion Pendulum
2.1. Introduction to waves and particles,
2.2. Types of waves
2.3. Energy and power in travelling waves, intensity in wave motion 2.4. Principle of superposition, reflection and interference of waves
2.5. Standing waves and resonance.
3.1. Nature and propagation of sound waves
3.2. Displacement wave and pressure wave
3.3. Speed of sound waves in solids, liquids and gases
3.4. Beat phenomena and Doppler’s effect
3.5. Production and uses of ultrasound
4.1. Interference,
4.1.1. Coherent source
4.1.2. Intensity in double slit interference,
4.1.3. Interference in thin films,
4.1.4. Newton's rings, wedge shape
4.2. Diffraction,
4.2.1. Fresnel and Fraunhoffer’s diffraction,
4.2.2. Intensity due to a single slit
4.2.3. Diffraction grating
4.2.4. X-ray diffraction
4.3. Polarization,
4.3.1. Double refraction,
4.3.2. Nichol prism, wave plates
4.3.3. Plane, circular, elliptical polarization of light waves
4.3.4. Optical activity, specific rotation
5.1. Lenses, combination of lenses (Contact and separation)
5.2. Cardinal points,
5.3. Chromatic and achromatic combination
5.4. Monochromatic aberration (Spherical aberration, Coma, Curvature of field, distortion, astigmatism causes and their remedy)
5.5. Fiber optics (Self focusing, Application of optical fiber)
5.6. Laser: Production and uses of laser
6.1. Electric charge and interaction between electric changes
6.2. Electric field and potential due to dipole and quardupole
6.3. Gauss law: Application of Gauss law to spherical, linear and planer symmetric distribution of charges
6.4. Electrostatic potential energy
6.5. Capacitors, capacitor with dielectric,
6.6. Charging and discharging of a capacitor
7.1. Direct current: Electric current,
7.1.1. Ohm's law, resistance and resistivity, atomic view of resistivity
7.1.2. Semiconductor and superconductor (Introduction)
7.1.3. Energy loss, heat production, verification of Joules law, maximum power theorem
7.1.4. Krichhoff’s law and its applications
7.2. Magnetism and Magnetic fields:
7.2.1. Source of magnetic fields
7.2.2. Magnetic force and torque, Hall effect
7.2.3. Magnetic scalar potential and potential gradient
7.2.4. Biot-savart law and its applications
7.2.5. Ampere’s circuit law; magnetic fields straight conductors 7.2.6. Faraday’s laws, calculation of self-inductance of solenoid.
7.2.7. LR circuit, induced magnetic field
7.2.8. Displacement current
8.1. Maxwell’s equations (Differential and integral form)
8.2. Application of Maxwell’s equations and wave equations in free space and medium
8.3. continuity of electric current
8.4. Energy density and intensity
9.1. LC oscillation
9.2. Damped oscillation
9.3. Forced oscillation, resonance, quality factor
Laboratory/Practical:
Reference books:
6. C.L. Arora, “Practical Physics”, S. Chand & Company Ltd., India.
Evaluation Scheme:
There will be questions covering all the chapters in the syllabus. The evaluation scheme for the question will be as indicated:
Chapter |
Hours |
Mark distribution* |
1 |
6 |
4 |
2 |
4 |
4 |
3 |
4 |
4 |
4 |
12 |
10 |
5 |
7 |
6 |
6 |
7 |
6 |
7 |
12 |
10 |
8 |
5 |
4 |
9 |
3 |
2 |
Total |
60 |
50 |
* There may be minor deviation in mark distribution.
COURSE CODE: ME411
Year: I
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
1 |
3 |
- |
- |
50 |
- |
50 |
100 |
|
Course Objective: The basic objective of the course is to develop sketching, lettering and drafting skills. The course also emphasized basic projection concepts with reference to points, lines, planes and geometrical solids.
1.1. Manual drawing equipment and its use
1.2. Description of drawing instruments, auxiliary equipment and drawing materials
1.3. Techniques of instrumental drawing pencil sharpening, securing paper, proper use of T- squares, Triangles, Scales dividers, Compasses, Erasing shields, French curves, and Inking pens
1.4. Lettering strokes, letter proportions, use of pencils and pens, uniformity and appearance of letters, freehand techniques, inclined and vertical letters and numerals, upper and lower cases, standard English lettering forms
1.5. Dimensioning: Fundamentals and techniques, size and location dimensioning, SI conversions, use of scales, measurement units, reducing and enlarging drawings, and placement of dimensions: aligned and unidirectional
2.1. Plane geometrical construction: Proportional division of lines, arc & line tangents
2.2. Methods for drawing standard curves such as ellipses, parabolas, hyperbolas, involutes, spirals, cycloids and helices (cylindrical and conical)
3.1. Sketching and design; Value of sketching as part of design
3.2. Techniques of Sketching; Pencil hardness, squared paper, line densities techniques for horizontal, vertical and circular lines
3.3. Multiview sketches; Choice of views, adding detail, dimensioning, title, notes proportioning and comparative sizing
3.4. Sketching pictorial views; General pictorial sketching mechanical methods of sketching and proportioning isometric sketching oblique sketching perspective sketching conventional treatment of fillets, rounds and screw threads sketches of an exploded view to show assembly of components
4.1. Introduction to orthographic projection, principal planes, four quadrants or angles
4.2. Projection of points on first, second, third and fourth quadrants
4.3. Projection of lines: Parallel to one of the principal plane, inclined to one of the principal plane and parallel to other, inclined to both principal planes
4.4. Projection planes: Perpendicular to both principal planes, parallel to one of the principal planes and inclined to one of the principal planes, perpendicular to other and inclined to both principal planes
4.5. True length of lines: Horizontal, inclined and oblique lines
4.6. Rules for parallel and perpendicular lines
4.7. Point view or end view of a line
4.8. Shortest distance from a point to a line
4.9. Edge view and true shape of an oblique plane
4.10. Angle between two intersecting lines
4.11. Intersection of a line and a plane
4.12. Angle between a line and a plane
4.13. Dihedral angle between two planes
4.14. Shortest distance between two skew lines
4.15. Angle between two non- intersecting (skew) lines
5.1. Orthographic projections
5.1.1. First and third angle projection
5.1.2. Principal views: Methods for obtaining orthographic views, projection of lines, angles and plane surfaces, analysis in three views, projection of curved lines and surfaces, object orientation and
selection of views for best representation, full and hidden lines
5.1.3. Orthographic drawings: Making an orthographic drawing, visualizing objects (pictorial view) from the given views
5.1.4. Interpretation of adjacent areas, true-length lines , representation of holes, conventional practices
5.2. Sectional views: Full, half, broken revolved, removed (detail) sections, phantom of hidden section, auxiliary sectional views, specifying cutting planes for sections, conventions for hidden lines, holes, ribs, spokes
5.3. Auxiliary views: Basic concept and use, drawing methods and types, symmetrical and unilateral auxiliary views.
projection of curved lines and boundaries, line of intersection between two planes, true size of dihedral angles, true size and shape of plane surfaces
6.1. Introduction and projection of solids
6.2. Developments: General concepts and practical considerations, development of a right and oblique prism, cylinder, pyramid, and cone, development of truncated pyramid and cone, triangulation method for approximately developed surfaces, transition pieces for connecting different shapes, development of a sphere
6.3. Intersections: Lines of intersection of geometric surfaces, piercing point of a line and a geometric solid, intersection lines of two planes, intersections of -prisms and pyramids, cylinder and an oblique plane.
Constructing a development using auxiliary views, intersection of two cylinders, a cylinder & a cone
Laboratory/Practical: 3 hours/week; 15 weeks
Reference books:
Evaluation Scheme:
The questions will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks distribution * |
1,3,5 |
26 |
20 |
2 |
4 |
6 |
4 |
14 |
12 |
6 |
16 |
12 |
Total |
60 |
50 |
* There may be minor deviation in marks distribution.
COURSE CODE: ME412
Year: I
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
1 |
3 |
- |
- |
25 |
|
25 |
50 |
|
Course Objective: The objective of the course aims at imparting knowledge and skill components in the field of basic workshop technology. It deals with different hand and machine tools required for manufacturing simple metal components.
1.1. Introduction to workshop technology
1.2. Mechanical properties of steels and cutting materials
1.3. Classification of manufacturing processes
2.1. Safety measures in construction works
2.2. Safety in handling hoisting equipment and conveyors
2.3. Protection in storage and manual handling of material
2.4. Concept of accident and its causes
2.5. Common sources of accidents
2.6. Common methods of protection
2.7. Electrical hazards
2.8. Common precautions against electric shocks, damages and fires
3.1. Sawing
3.2. Filing
3.3. Threading
3.4. Scribing
3.5. Shearing
3.6. Soldering
3.7. Riveting
4.1. Bench tools
4.2. Machinist’s hammers
4.3. Screw drivers
4.4. Punches
4.5. Chisels
4.6. Scrapers
4.7. Scribers
4.8. Files
4.9. Pliers and Cutters
4.10. Wrenches
4.11. Hacksaw
4.12. Bench vise
4.13. Hand drill
4.14. Taps and Dies
4.15. Hand shears
4.16. Tapes and Squares
4.17. Soldering iron
4.18. Rivets
5.1. Introduction
5.2. Semi – precision tools – calipers (Inside/ Outside), depth gauge, feeler gauge
5.3. Precision tools – Micrometers, vernier calipers, vernier height gauge, telescopic gauge, hole gauge, bevel protractor, dial indicator, gauge blocks and surface plate
6.1. Introduction
6.2. Types of drill presses
6.3. Work holding devices and accessories
6.4. Cutting tools
6.5. Geometry of drill bits
6.6. Grinding of drill bits
6.7. Operations – Drilling, counter - boring, counter - sinking, reaming, honning, lapping
6.8. Cutting speeds
6.9. Drilling safety
7.1. Engine lathes
7.1.1. Introduction
7.1.2. Physical construction
7.1.3. Types of lathe
7.1.4. Lathe operations (facing, turning and threading)
7.2. Shapers
7.2.1. Introduction
7.2.2. Types of shapers
7.2.3. Physical construction
7.2.4. General applications
7.3. Milling Machines
7.3.1. Introduction
7.3.2. Types of milling machines
7.3.3. Physical construction
7.3.4. Milling cutters – Plain, side, angle, end, form
7.3.5. Milling operations – Plain, side, angular, gang, end, form, keyway
7.3.6. Work holding devices
7.3.7. Cutter holding devices
7.4. Grinding Machines
7.4.1. Abrasives, bonds, grinding wheels
7.4.2. Rough grinders – Portable grinders, bench grinders, swing frame grinders, abrasive belt grinders
7.4.3. Precision grinders – Cylindrical grinders, surface grinders
8.1. Tool materials – Low, medium and high carbon steels; Hot and cold rolled steels; Alloy steels; Carbide and ceramic materials
8.2. Heat treating methods for steels – Annealing, tempering, normalizing, hardening, case hardening, and quenching
8.3. Non–ferrous metals
9.1. Introduction
9.2. Sheet metal tools
9.3. Marking and layout
9.4. Operations – Bending, cutting, rolling
10.1. Introduction
10.2. Foundry and forging tools
10.3. Foundry process: Core making, melting furnace – Cupola, sand casting
10.4. Forging operations – Upsetting, drawing, cutting, bending, punching
10.5. Forging presses and hammers
10.6. Advantages and limitations
11.1. Introduction
11.2. Riveting
11.3. Soldering
11.4. Brazing
11.5. Welding – Gas welding, arc welding, resistance welding, tungsten inert gas welding (TIG), metal inert gas welding (MIG)
Laboratory/Practical: 3 hours/week; 15 weeks
Project work and Report on any four of the following:
Industrial Visit (1-day):
A visit to a local industrial area and submission of field report
Reference books:
COURSE CODE: CE412
Year: I
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
2 |
- |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The basic objective of the course is to introduce the students to a wide range of materials that can be used in construction and maintenance of civil engineering project. Emphasis in the course is placed on the properties and uses of the construction material.
1.1. Scope of the subject
1.2. Types of construction material
1.3. Classification of construction material
1.4. Properties of construction material (Physical, mechanical, thermal, chemical, and electrical)
1.5. Characteristics of construction materials
1.5.1. Stress/Strain diagram and their relationship
1.5.2. Modulus of elasticity and poisson’s ratio
2.1. Stones
2.1.1. Types of stones
2.1.2. Characteristics of good stones
2.1.3. Selection and use of stone
2.1.4. Deterioration and preservation of stone
2.1.5. Natural bed of stone
2.1.6. Dressing of stone
2.2. Aggregates
2.2.1. Classification of aggregates
2.2.2. Characteristics of aggregates
2.2.3. Deleterious materials and organic impurities
2.2.4. Testing of aggregates
3.1. Introduction
3.2. Clay and its classification
3.3. Physical properties of clay
3.4. Constituents of brick earth
3.5. Ingredients of good brick earth
3.6. Harmful ingredients of brick
3.7. Manufacture of bricks
3.8. Good qualities of bricks
3.9. Classification of bricks
3.10. Standard test for bricks
3.11. Tiles and their type
3.12. Earthen ware and glazing
3.13. Application of clay product
4.1. Introduction
4.2. Type, properties and uses of lime and cement
4.3. Pozzolanic material
4.4. Ingredients of cement
4.5. Manufacture of cement (flow diagram)
4.6. Composition and function of cement clinker
4.7. Standard test of cement
4.8. Cement water proofers
4.9. Admixtures
4.10. Classification of mortar
4.11. Function of mortar
4.12. Selection of mortar for civil engineering works
5.1. Introduction
5.2. Classification of tree and timber
5.3. Characteristics of good timber
5.4. Growth and structure of tree
5.5. Defect of timber
5.6. Seasoning of timber
5.7. Deterioration and preservation of timber
5.8. Commercial product of timber
6.1. Introduction
6.2. Type, properties and uses of metal
6.3. Formation of steel
6.4. Composition and properties of steel
6.5. Heat treatment process / Mechanical treatment
6.6. Steel corrosion and its treatment
6.7. Alloy of steel
6.8. Non ferrous metals
6.9. Commercial product of metals
7.1. Characteristics of an ideal paint
7.2. Function, ingredient, type and uses of paint and varnishes
7.3. Enamels
7.4. Distemper
7.5. Anti – termite treatment
8.1. Type, properties and uses of asphalt, bitumen and tar
8.2. Type, properties and uses of glass
8.3. Plastic materials
8.4. Insulating materials
8.5. Gypsum products
8.6. Composite materials
Laboratory/Practical:
Reference books:
Evaluation Scheme:
There will be questions covering all the chapters in the syllabus. The evaluation schemes for the question will be as indicated in the table below
Chapters |
Hours |
Marks distribution* |
1 |
6 |
4 |
2 |
5 |
8 |
3 |
6 |
6 |
4 |
8 |
10 |
5 |
4 |
6 |
6 |
6 |
6 |
7 |
4 |
4 |
8 |
6 |
6 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution
COURSE CODE: CO411
Year: I
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
3 |
- |
50 |
- |
50 |
50 |
150 |
|
Course Objective: The basic objective of the course is to provide the fundamental knowledge of computer software and high level programming languages. Emphasis will be given on developing computer programming skills using computer programming in C languages.
1.1. Introduction to computer
1.2. Computer System
1.3. Function of Computer
1.4. Features of Computer
1.5. Generation of Computer.
1.5.1 First to Fifth Generation 1.6. Block diagram of Computer.
1.6.1. Discussion on Input Device/ Output Device
1.6.2. CPU
1.6.3. Memory and its types
1.6.3. Uses of Computer
1.6.4. Computer network
1.6.5. LAN, MAN, WAN
1.6.6. Managing data and Information
2.1. Introduction to Programming and Programming Languages
2.2. History of C
2.3. Introduction to C
2.4. Importance/ Advantages of C
2.5. Basic Structure of C Program
2.6. Desirable program characteristic
2.7. Introduction to compiler and interpreter
2.8. Problem Solving using Computer
2.8.1 Problem analysis
2.8.2 Algorithm development
2.8.3 Flowchart
2.8.4 Coding
2.8.5 Compilation and Execution
2.8.6 Debugging and Testing
2.8.7 Documentation
3.1. Character Sets
3.2. Identifiers & Keywords
3.3. Constant
3.2.1. String Constant
3.2.2. Numeric Constant
3.2.3. Character Constant
3.4. Symbolic Constant
3.5. Data Types
3.6. C Operators
3.6.1 Arithmetic Operators (+,-,*, /, %)
3.6.2 Assignment Operators
3.6.3 Logical Operators
3.6.4 Relational Operators
3.6.5 Increment and Decrement Operators
3.6.6 Bitwise Operators
3.6.7 Special Operators
3.7. Arithmetic Expression
3.8. Operator Precedence and Associativity
3.9. Type Conversions in Expressions
3.10. Token in C
4.1. Variable Declaration
4.2. The Scope of Variable
4.2.1 Register Variable
4.2.2 Static Variable
4.2.3 External Variable
4.2.4 Automatic Variable
4.3. Statements
4.4. Simple C programs
4.5. Input Statement
4.6. Output Statement 4.7. Feature of stdio.h
5.1. Conditional Statements
5.2.1. if statement
5.2.2. if-else statement
5.2.3. switch statement
5.2. Loop Statements
5.2.1 for loop
5.2.2 while loop
5.2.3 do-while loop
5.3. Breaking Control Statements
5.2.1. break statement
5.2.2. continue statement
5.2.3. go-to statement
6.1. One-Dimensional Array
6.2.1. One-Dimensional Array Notation
6.2.2. One-Dimensional Array Declaration
6.2.3. One-Dimensional Array Initialization
6.2. Multidimensional Array
6.2.1 Multidimensional Array Notation
6.2.2 Multidimensional Array Declaration
6.2.3 Multidimensional Array Initialization
6.3. Processing with one dimensional Array and Multidimensional Array
6.4. Array and Strings
7.1. Defining Function 7.2. Use of Function
7.3. Types of Function
7.4. User-defined and Library Functions
7.5. Components Associated with Function
7.6. Category Of functions According to return value and Arguments
7.7. Different types of Function Calls
7.8. Return Statement
7.9. Recursive Function
7.10. Concept of Local, Global and Static Variables
8.1. Introduction to Pointer
8.2. Pointer Declaration
8.2.1 Indirection Or Deference Operator
8.2.2 Address Operator
8.3. Pointer initialization
8.3.1 Bad Pointer
8.4. Pointer Arithmetic
8.5. Void Pointer
8.6. Null Pointer
8.7. Pointer Function
8.7.1 Passing Pointer to a Function
8.8. Pointer & Array
8.8.1 Array of Pointer
8.8.2 Relationship between pointer and 1-D array
8.9. Pointers to pointers
8.10. Dynamic Memory Allocation
8.11. Application Pointer
9.1. Defining a structure
9.2. Structure Initialization
9.3. Arrays of Structures, Structures with in Structures
9.3.1 Processing a Structure
9.3.2 Structures Pointers
9.3.3 Passing Structures to Functions
9.3.4 Union and its importance
10.1. Introduction
10.2. Opening and Closing a Data File
10.3. File Opening Modes
10.4. Library Functions for Reading /Writing from / To a File
10.5. Creating a Data File
10.6. End of File (EOF)
10.7. Processing a Data File
10.7.1 Record Input / Output
10.7.2 Direct/ Random Access
Laboratory/Practical:
Several laboratory classes (Minimum 6 sets of computer program) will be conducted as devised by concerned course instructor. Basic demonstration of computer hardware system will be also conducted.
Student (maximum 4 persons in a group) should submit a mini project at the end of course. (20 marks out of 50 marks) Reference Book:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks Distribution* |
1 |
4 |
4 |
2 |
4 |
4 |
3 |
5 |
5 |
4 |
5 |
5 |
5 |
5 |
7 |
6 |
4 |
5 |
7 |
4 |
6 |
8 |
5 |
4 |
9 |
5 |
6 |
10 |
4 |
4 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
B.E. (CIVIL) FIRST YEAR DETAIL SYLLABUS (SECOND SEMESTER)
COURSE CODE: SH421
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
2 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The basic objective of the course is to provide a sound knowledge of vector calculus, 3-D analytical geometry, Calculus of several variables, infinite series, and ordinary differential equations.
1.1. Introduction
1.2. Partial derivatives, homogeneous function, Euler’s theorem for the function of two and three variables, and total differential coefficients
1.3. Extrema of functions of two and three variables; Lagrange’s multiplier
2.1. Double integrals in cartesian and polar form; change of order of integration
2.2. Triple integrals in cartesian, cylindrical and spherical coordinates;
2.3. Area and volume by double and triple integrals
3.1. Plane
3.2. Straight line (Co-planer lines, and the shortest distance)
3.3. Sphere (Standard equation of sphere)
3.4. Right circular cone and right circular cylinder
4.1. Differentiation and integration of vectors
4.2. Gradients , divergent, and curl
5.1. Introduction
5.2. Convergence and divergence of a sequence
5.3. Root test
5.4. Absolute convergence
5.5. Power series
5.6. Radius and interval of convergence
6.1. First order and first degree differential equations
6.2. Homogenous differential equations
6.3. Linear differential equations
6.4. Equations reducible to linear differential equations; Bernoulli’s equation
6.5. Second order and first degree linear differential equations with constant coefficients.
6.6. Second order and first degree linear differential equations with variable coefficients; Cauchy’s equations 6.7. Legendre’s equation
6.8. Legendre polynomial function; Properties and applications.
6.9. Bessel’s equation and Bessel’s function
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks Distribution* |
1. |
5 |
4 |
2. |
5 |
6 |
3. |
11 |
12 |
4. |
6 |
6 |
5. |
5 |
6 |
6. |
13 |
16 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
COURSE CODE: CE421
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
2 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The objective of the course is to provide basic knowledge of engineering mechanics to the students such that they can understand the basics of kinematics and kinetics for both particles and rigid bodies and their motion.
1.1. Definition and branches of dynamics
1.2. Importance of dynamics
2.1. Rectilinear motion of particles
2.1.1. Position, velocity and acceleration
2.1.2. Determination of motion of a particle
2.1.3. Uniform rectilinear and accelerated rectilinear motion
2.1.4. Graphical solution of rectilinear- motion problem
2.2. Curvilinear motion of particles
2.2.1. Position vector, velocity and acceleration
2.2.2. Derivatives of vector functions
2.2.3. Rectangular component of velocity and acceleration
2.2.4. Tangential and normal components
2.2.5. Radial and transverse components
3.1. Newton’s law of motion
3.1.1. Introduction
3.1.2. Equation of motion
3.1.3. Dynamic equilibrium
3.1.4. Linear and angular momentum of a particle
3.1.5. Rate of change of linear and angular momentum
3.1.6. Radial and transverse component of equation of motion
3.1.7. Conservation of momentum
3.1.8. Newton’s law of gravitation
3.2. Energy and momentum methods
3.2.1. Work done by a force
3.2.2. Potential and kinetic energy of particles
3.2.3. Principles of work and energy: applications
3.2.4. Power and efficiency
3.2.5. Conservation of energy
3.2.6. Principle of impulse and momentum
3.2.7. Impulsive motion and impact
3.2.8. Direct central and oblique impact
4.1. System of particles
4.2. Linear and angular moment for a system of particles
4.3. Motion of the mass centre
4.4. Conservation of momentum
4.5. Kinetic energy of system of particles
4.6. Work energy principles; Conservation of energy for a system of particles
4.7. Principles of impulse and momentum for a system of particles
4.8. Steady stream of particles
4.9. System with variable mass
5.1. Introduction
5.2. Translation and rotation
5.3. General plane motion
5.4. Absolute and relative velocity in plane motion
5.5. Instantaneous centre of rotation
5.6. Absolute and relative frame; Coriolis acceleration in plane motion
5.7. Rate of change of a general vector with respect to a rotating frame; Coriolis acceleration
5.8. Motion about a fixed point
5.9. Three-dimensional motion of a particle relative to a rotating frame; Coriolis acceleration
6.1. Definitions
6.2. Equation of motion for a rigid body in plane motion
6.3. Angular momentum of a rigid body in plane motion
6.4. Plane motion of rigid body: D’Alembert’s principle
6.5. Application of rigid body motion in the plane
6.6. System of rigid bodies
6.7. Constrained motion in the plane
7.1. Principle of work and energy for a rigid body
7.2. Work done by external forces
7.3. Kinetic energy for a system
7.4. Conservative and non-conservative systems
7.5. Work – energy applications
7.6. Impulse and momentum for systems for rigid bodies
7.7. Conservation of angular and linear momentum
7.8. Impulsive motion and eccentric impact
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapters |
Hours |
Marks distribution* |
1 |
2 |
4 |
2 |
8 |
10 |
3 |
12 |
12 |
4 |
5 |
6 |
5 |
6 |
8 |
6 |
6 |
4 |
7 |
6 |
6 |
Total |
45 |
50 |
*There may be minor deviation in marks distribution.
COURSE CODE: SH422
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
2 |
1 |
50 |
- |
50 |
50 |
150 |
|
Course Objective: The objective of the course is to analyze chemical behavior of materials, water quality and environmental aspects of various elements and compounds.
1.1. Bohr’s theory
1.2. De-Broglie’s equation
1.3. Heisenberg uncertainty principle
1.4. Quantum number and shape of s, p, d orbitals
2.1. Strong and weak electrolytes
2.2. Electro-chemical cells
2.3. Electrode potential and standard electrode potential
2.4. Measurement of standard reduction potential
2.5. Nernst’s equation
2.6. EMF of cell
2.7. Electrochemical series and its application
2.8. Buffer: its type and mechanism
2.9. Henderson’s equation for pH of buffer and related problems
2.10. Corrosion and its type
2.11. Factors influencing corrosion
2.12. Prevention of corrosion
3.1. Introduction
3.2. Action of catalyst (catalytic promoters and catalytic poisons)
3.3. Characteristics of catalyst
3.4. Types of catalyst
3.5. Theories of catalysis
3.6. Industrial applications of catalysts
4.1. Air pollution and pollutants
4.2. Effects of air pollutants on human beings and their possible remedies
4.3. Ozone depletion and its photochemistry
4.4. Water pollution and pollutants (ref of surface water and pound water)
4.5. Soil pollution and pollutants (effects and possible remedies)
5.1. Definition and types of polymers
5.2. General properties of inorganic polymers
5.3. Polyphosphazines
5.4. Sulpher based polymers
5.5. Chalcogenide glasses
5.6. Silicones
5.7. Types of organic polymers
5.8. Preparation and application of polyurethane, polystyrene, polyvinylchloride, teflon and nylon
5.9. Concept of bio-degradable, non-biodegradable and conducting polymers
6.1. Introduction
6.2. Electronic configuration
6.3. Metallic character
6.4. Variable valency
6.5. Complex formation tendency
6.6. Color formation
6.7. Magnetic properties
6.8. Alloy formation
6.9. Applications of transition elements
7.1. Introduction
7.2. Types of bond
7.3. Valence bond theory of complexes
7.4. Application of valence bond theory in the formation of (i) Tetrahedral complexes, (ii) Square planar complexes and (iii) Octahedral complexes
7.5. Limitations of valence bond theory
7.6. Hybridization
7.7. General introduction of coordination compounds
8.1. Introduction
8.2. Types of explosives
8.3. Preparation and application of TNT, TNG, Nitrocellulose and Plastic explosives
9.1. Introduction
9.2. Function of lubricants
9.3. Classification of lubricants (oils, greases and solid)
9.4. Paints
9.5. Types of paint
9.6. Application of paints
10.1. Introduction
10.2. Geometrical isomerism (cis trans isomerism), Z and E concept of geometrical isomerism 10.3. Optical isomerism with reference to two asymmetrical carbon center molecules
11.1. Substitution reaction and its types
11.2. Elimination reaction and its type
11.3. Factors governing SN1, SN2, El and E2 reaction mechanism path
Reference books:
Laboratory/Practical:(3 hours per week)
1. Compare the alkalinity of different water samples by double indicator method 2. Determine the temporary and permanent hardness of water by EDTA complexo-metric method
Evaluation Scheme:
There will be questions covering all the chapters in the syllabus. The evaluation scheme for the question will be as indicated in the table below:
Chapter |
Hours |
Marks distribution* |
1 |
4 |
5 |
2 |
4 |
5 |
3 |
4 |
5 |
4 |
4 |
5 |
5 |
6 |
5 |
6 |
5 |
5 |
7 |
5 |
5 |
8 |
3 |
2 |
9 |
2 |
3 |
10 |
4 |
5 |
11 |
4 |
5 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
COURSE CODE: ME421
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
1 |
3 |
- |
- |
50 |
- |
50 |
100 |
|
Course Objective: The objective of the course is to make familiar with the orthographic, sectional views and pictorial drawing. The course also emphasized with standard symbols of different engineering fields and machines.
1.1. Conventional practices in orthographic views: Half views and partial views, representation of fillets and rounds
1.2. Conventional practices in sectional views: Conventions for ribs, webs and spokes in sectional view, broken section, removed section, revolved section, offset section, phantom section and auxiliary
sectional views
|
|
2.1. Introduction, classifications: Advantages and disadvantages 2.2. Axonometric projection 2.2.1. Procedure for making an isometric drawing 2.2.2. Isometric and non-isometric lines; isometric and non-isometric surfaces 2.2.3. Angles in isometric drawing 2.2.4. Circles and circular arcs in isometric drawing 2.2.5. Irregular curves in isometric drawing 2.2.6. Isometric sectional views 2.3. Oblique projection and oblique drawing (rules and procedures) 2.4. Perspective projection (parallel and angular)
|
(20 hours) |
3. Different Components and Conventions |
(14 hours) |
3.1. Limit dimensioning and machining symbols 3.1.1. Limit, fit and tolerances
3.1.2. Machining symbols and surface finish
3.2. Threads, bolts and nuts
3.2.1. Thread terms and nomenclature, forms of screw threads, symbols for bolts and nuts
3.2.2. Detailed and simplified representation of internal and external threads
3.2.3. Thread dimensioning
3.2.4. Standard bolts and nuts: Hexagonal head square head and eye bolt
3.3. Welding and riveting
3.3.1. Types of welded joints and types of welds, welding symbols
3.3.2. Forms and proportions for rivet heads, rivet symbols, types of riveted joints: Lap joints, butt joint
3.4. Graphical symbols and conventions in different engineering fields
3.4.1. Standard symbols for civil, structural and agricultural components
3.4.2. Standard symbols for electrical, mechanical and industrial components
3.4.3. Standard symbols for electronics, communication and computer components
3.4.4. Topographical symbols
3.5. Standard piping symbols and piping drawing
4.1. Introduction to working drawing
4.2. Components of working drawing: Drawing layout, drawing numbers
4.3. Detail drawing
4.4. Assembly and detail drawing
4.5. Practices of detail and assembly drawing
Laboratory/Practical:(3 hours per week)
Reference books:
Evaluation Scheme:
The questions will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Mark Distribution* |
1 |
6 |
6 |
2 |
20 |
20 |
3 |
14 |
8 |
4 |
20 |
16 |
Total |
60 |
50 |
*There may be minor deviation in mark distribution.
COURSE CODE: ME422
|
Examination Scheme |
|||
Final |
Internal Assessments |
|||
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
1 |
50 |
- |
50 |
25 |
The objective of the course is to understand basic concepts, laws of thermodynamics and heat transfer and
their applications.
1.1. Definition and scope of engineering thermodynamics
1.2. Value of energy to society
1.3. Concepts and definitions
1.3.1. System; Closed systems, open systems, and isolated systems
1.3.2. Properties: Intensive, extensive and specific
1.3.3. Thermodynamic equilibrium
1.3.4. State, process, and path (cyclic process, quasi-equilibrium process, reversible and irreversible process)
1.3.5. Common properties: Pressure, specific volume, temperature
1.4. Zeroth law of thermodynamics, equality of temperature
2.1. Energy and its type(stored energy and transient energy; total energy)
2.2. Energy transfer
2.2.1. Heat transfer
2.2.2. Work transfer
2.3. Expressions for displacement work transfer
3.1. Definition of pure substance 3.2. Ideal gas and its relations
3.3. Phase change terminology and definition (saturated liquid, triple point, critical point, moisture content,
saturated vapor, superheated vapor and degree of superheat)
3.4. Properties of two phase mixtures
3.5. Internal energy, enthalpy, and specific heats
4.1. Statements of the first law
4.2. Perpetual motion machine of the first kind
4.3. First law of thermodynamics for control mass undergoing cyclic process
4.4. First law of thermodynamics for control volume 4.5. Steady and unsteady state analysis
4.6. Control volume application: Work and flow applications (steady and unsteady)
5.1. Limitations of first law of thermodynamics
5.2. Statements of second law of thermodynamics
5.3. Perpetual motion machine of the second kind
5.4. Entropy and second law of thermodynamics for an isolated system
5.5. Reversible and irreversible processes
5.6. Relation for an ideal gases and incompressible substances
5.7. Control mass and control volume formulation of second law
5.8. Isentropic process (ideal gas and incompressible substances)
5.9. Carnot cycle, carnet efficiency (heat engine, thermal efficiency, heat pump, refrigerator and coefficient of
performance)
6.1. Classification of cycles
6.2. Otto cycle
6.3. Diesel cycle
6.4. Brayton cycle
6.5. Rankine cycle
6.6. Vapor compression refrigeration cycle
7.1. Definition and modes of heat transfer
7.2. Heat transfer by conduction(plane wall, hollow cylinder, composite plane wall and multilayer tube)
7.3. Electrical analogy for thermal resistance
7.4. Combined heat transfers and overall heat transfer coefficient for plane wall and tube
7.5. Heat transfer by convection
7.6. Heat transfer by radiation (Stefan's law, absorptivity, reflectivity and transmissivity (black body, white body
and gray body))
Laboratory/Practical:
Reference Books:
Evaluation Scheme:
The questions will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks distribution * |
1 |
4 |
6 |
2 |
3 |
4 |
3 |
6 |
8 |
4 |
8 |
8 |
5 |
8 |
8 |
6 |
8 |
8 |
7 |
8 |
8 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
COURSE CODE: EL421
|
Examination Scheme |
|||
Final |
Internal Assessments |
|||
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
1 |
50 |
- |
50 |
25 |
The objective of the course is to provide the fundamental concept of electric circuit (AC & DC). Emphasis
will be also given to operate, distinguish and use of electrical devices and machines.
1.1. Constituent parts of an electrical system
1.2. Electrical units
1.3. Current flow in a circuit
1.4. Electromotive force and potential difference
1.5. Ohm’s law, resistors and resistivity
1.6. General concept of capacitance and inductance
1.7. Temperature rise & temperature coefficient of resistance
1.8. Voltage & current sources
2.1. Series and parallel circuits
2.2. Star-delta & delta-star transformation
2.3. Kirchoff’s laws
2.4. Application of krichhoff’s laws: Nodal analysis, mesh analysis
2.5. Power and energy
2.6. Superposition theorem
2.7. Thevninn’s theorem
2.8. Nortan’s theorem
2.9. Maximum power transfer theorem
3.1. AC systems, wave form, terms & definitions
3.2. Average and rms values of current & voltage
3.3. Phasor representation
3.4. AC in resistive, capacitive and inductive circuits
3.5. Concept of complex impedance and admittance
3.6. AC series and parallel circuit
3.7. RL, RC and RLC circuit analysis & phasor representation
3.8. Power in resistive, inductive and capacitive circuits
3.9. Power in circuit with resistance and reactance
3.10. Active and reactive power, power factor, its practical importance
4.1. Basic concept & advantage of three-phase circuit
4.2. Phasor representation of star & delta connection
4.3. Voltage & current computation in 3-phase balance & unbalance circuits
4.4. Real and reactive power computation
5.1. Operating principle and types
5.2. EMF equation and phasor diagrams
5.3. Efficiency : OC and SC tests
6.1. Introduction to generators: Working principle and applications
6.2. Introduction to motors: Working principle and applications
Laboratory/Practical:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks Distribution* |
1 |
6 |
8 |
2 |
12 |
12 |
3 |
12 |
12 |
4 |
6 |
8 |
5 |
4 |
4 |
6 |
5 |
6 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
COURSE CODE: EX421
|
Examination Scheme |
|||
Final |
Internal Assessments |
|||
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
1 |
50 |
- |
50 |
25 |
The objective of the course is to provide the knowledge of use of electronic equipment and instruments. Emphasis will be also given to the analog and digital systems and their applications in the field of engineering.
1.1 Resistor, capacitors, inductor
1.2 Linear and non-linear circuits
1.3 Resistive circuits: Series and parallel combinations
1.4 Kirchhoff's law: Voltage, current; linearity
1.5 Signal sources: Voltage and current sources; concept of gain, transconductance, transimpedance.
1.6 Superposition theorem; Thevenin's theorem, norton's theorem
1.7 Introduction to filter and types
2.1 Semiconductor devices: P type and N type
2.2 Semiconductor diode characteristics
2.3 Diode circuits: clipper; Clamper circuits
2.4 Zener diode, LED, photodiode, varactors diode, tunnel diodes
2.5 DC power supply: Rectifier-half wave, full wave (center tapped, bridge), zener regulated power supply
3.1 BJT configuration and biasing; CE, CC, and CB amplifiers and their characteristics
3.2 Concept of differential amplifier using BJT
3.3 Applications of transistor: BJT as a switch and logic circuits
3.4 Construction and working principle of MOSFET (N type and P type)
3.5 MOSFET as logic circuits
4.1 Introduction to operational amplifiers, inverting amplifier; non-inverting amplifier
4.2 Amplifier applications: Adder, substractor, integrator, differentiator, multiplier
4.3 Basic feedback theory; Positive and negative feedback; concept of stability;
4.4 Introduction to oscillator; generation of square wave, triangular wave using op-amps, wien bridge oscillators
5.1 Introduction to wired and wireless communication system
5.2 Block diagram of communication systems
5.3 EMW and propagation, antennas and its types
5.4 Introduction to FM and AM Communications
5.5 Introduction to optical fibers
6.1 Number systems and binary arithmetic
6.2 Logic gates: OR, NOT, AND NOR, NAND, XOR, XNOR gate
6.3 Multiplexers, DeMUX, encoder, decoder
6.4 Logic function representation
6.5 Combinational circuits: SOP, POS form; K-map
6.6 Latch, flip-flop: S-R flip-flop; JK master slave flip-flop; D-flip flop
7.1 Introduction to instrumentation
7.2 Transducer, types and its applications
7.3 Strain gauge and applications
Laboratory/Practical:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks Distribution* |
1 |
6 |
6 |
2 |
6 |
8 |
3 |
7 |
8 |
4 |
6 |
8 |
5 |
5 |
6 |
6 |
11 |
10 |
7 |
4 |
4 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
B.E. (CIVIL) SECOND YEAR DETAIL SYLLABUS (FIRST SEMESTER)
COURSE CODE: SH431
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
2 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The basic objective of the course is to round out the students’ preparation for more sophisticated applications with an introduction to linear algebra, Fourier series, Laplace Transforms, integral transformation theorems and linear programming.
1.1. Algebra of matrices
1.2. Determinant and its properties
1.3. Properties of skew-symmetric determinant
1.4. Complex matrices
1.5. Rank of matrices
1.6. System of linear equations
1.7. Vector spaces
1.8. Linear transformations
1.9. Eigen value and Eigen vectors
1.10. The Cayley-Hamilton theorem and its uses
2.1. Definitions and properties of laplace transform
2.2. Derivations of basic formulae of laplace transform
2.3. Inverse laplace transform: Definition and standard formulae of inverse laplace transform
2.4. Applications of laplace transform to ordinary differential equations
3.1. Fourier series
3.2. Periodic functions
3.3. Odd and even functions
3.4. Fourier series for arbitrary range
3.5. Half range fourier series
4.1. Green theorems in the plane
4.2. Triple integrals and divergence theorem of gauss
4.3. Stroke’s theorem
4.4. Consequences and applications of stroke’s theorem
4.5. Time integrals and independence of path
5.1. Line integrals
5.2. Evaluation of line integrals
5.3. Line integrals independent of path
5.4. Surfaces and surface integrals
5.5. Green’s theorem in the plane and its applications
5.6. Stoke’s theorem and its applications
5.7. Volume integrals; Gauss divergence theorem and its applications
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks Distribution* |
1. |
10 |
12 |
2. |
8 |
10 |
3. |
6 |
6 |
4. |
9 |
10 |
5. |
12 |
12 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
COURSE CODE: CE431
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The objective of the course is to provide basic knowledge in material behavior, stress-strain relations, types and their analysis. At the end students will have basic concept on theory of flexure and column buckling.
1.1. Types of loads and supports
1.2. Statically determinate and indeterminate structures
2.1. Introductions
2.2. Stress-strain diagram for steel
2.3. Hook’s law: axial and typical stress strain diagram for characteristics of mild steel
2.4. Shear deformation and shear angle
2.5. Hook’s law for shearing deformations
2.6. Allowable stresses and factor of safety
2.7. Elongation of bars: Varying cross-sections, tapered section
2.8. Compound bars subjected to axial tension and compression
2.9. Relationship between modulus of elasticity, modulus of rigidity, bulk modulus and poisson’s ratio
2.10. Temperature stresses
3.1. Axes of symmetry
3.2. Centre of gravity of built-up plane figures
3.3. Centre of gravity of built-up standard steel sections
3.4. Moment of inertia of standard and built-up sections
3.5. Polar moment of inertia
3.6. Radius of gyration
3.7. Product of inertia
3.8. Principle moment and principle axes of inertia
4.1. Introduction
4.2. Principle stresses and principle planes
4.3. Stresses acting on plane inclined to the direction of the applied force
4.4. Stresses acting on an inclined plane subjected to two mutually perpendicular normal and shear stresses and principal strain
4.5. Mohr’s circle for stress and strain
5.1. Plotting shearing force, bending moment and axial force diagrams for determinate structures (beams and frames)
5.2. Concept of superposition for shear forces, bending moments and axial forces due to various combinations of loads
5.3. Maximum shear force and bending moments and their positions
5.4. Relationship between loads, shear forces, bending moment
6.1. Coplanar and pure bending
6.2. Elastic curve
6.3. Radius of curvature, flexural stiffness
6.4. Analysis of beams of symmetric cross-sections and composite beams
6.5. Shear stress variation in rectangular beams
6.6. Bending stress
6.7. Flexural formula, differential equation of deflected shape
6.8. Introduction to deflection
7.1. Introduction and assumptions
7.2. Derivation of torsion formulas
7.3. Torsional moments in shaft
7.4. Torsional stress in shaft
7.5. Angle of twist
8.1. Definition of buckling
8.2. Theory of columns according to support systems
8.3. Effective length
8.4. Long column by Euler’s formula
8.5. Limitations of Euler’s formula
8.6. Buckling of compression member in truss
9.1. Definition and characteristics of thin walled vessels
9.2. Types of stresses in thin walled vessels
9.3. Calculation of stresses in thin walled vessels
Laboratory/Practical:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapters |
Hours |
Marks distribution* |
1 |
1 |
4 |
2 |
8 |
8 |
3 |
6 |
6 |
4 |
6 |
6 |
5 |
8 |
6 |
6 |
5 |
6 |
7 |
4 |
6 |
8 |
4 |
4 |
9 |
3 |
4 |
Total |
45 |
50 |
*There may be minor deviation in marks distribution.
COURSE CODE: CE432
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
2 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: This course is aimed at teaching students the concept of water resources engineering and their application in the field of civil engineering. Fundamentals of fluid mechanics are taught in this semester to proceed in the application phase covered in the irrigation and hydropower engineering courses.
1.1. Definition of fluid, application in civil engineering
1.2. Matter as solid, liquid and gas
1.3. Concept of control volume and continuum in fluid mechanics
1.4. Effect of shear stress on solid
1.5. Classification of fluid: Ideal and real fluids, Newtonian and non-Newtonian fluids, compressible and incompressible fluids with examples
1.6. Viscosity:
1.6.1. Newton’s law of viscosity
1.6.2. Effect of temperature on viscosity
1.6.3. Effect of pressure on viscosity
1.6.4. Methods for finding viscosity of fluids by viscometer
1.7. Definitions of common terms: Mass density, specific weight, specific gravity, specific volume, viscosity, compressibility, capillarity, surface tension, and vapor pressure
2.1. Introduction, application in civil engineering, concept about the absolute and relative equilibrium.
2.2. Atmospheric, gauge and absolute pressure.
2.3. Pascal's law
2.4. Hydrostatics law of pressure distribution (pressure-depth relationship)
2.5. Measurement of pressure:
2.5.1. Simple manometer as piezometer,
2.5.2. U-tube manometer
2.5.3. Differential manometer
2.5.4. Bourden gauge
2.6. Pressure on submerged surfaces
2.6.1. Total pressure and centre of pressure
2.6.2. Pressure diagram on plane surfaces
2.6.3. Pressure on curved surfaces
2.6.4. Computation of pressure forces on gates (plane and curve), dams, retaining structures and other hydraulic structures
2.7. Equilibrium stability of floating bodies
2.7.1. Buoyancy, flotation concept,
2.7.2. Thrust on immersed surface and Archimedes’ principle
2.7.3. The stability of floating and submerged bodies.
2.7.4. Metacentre, determination of metacentric height.
2.7.5. Liquid in relative equilibrium (pressure variation in the case of uniform linear and radial acceleration)
3.1. Description of fluid motion
3.1.1. Langrangian method
3.1.2. Eulerain method
3.2. One, two- and three-dimensional flow
3.3. Types of fluid flow (uniform and non-uniform, steady and unsteady, laminar and turbulent)
3.4. Rotational and irrotational motion, stream function and potential function.
3.5. Types of flow lines (Streamline, streak line, path line and stream tube)
3.6. Principle of conservation of mass
3.7. Continuity equation in cartesian and cylindrical polar coordinates (one, two and three dimensional)
4.1. Various forces acting on fluid and introduction to navier-stroke’s equation
4.2. Various forms of energies in fluid flow
4.3. Eulers’s equation for motion and its application
4.4. Bernoulli's equation and its physical meaning
4.5. Practical application of Bernoulli’s equation
4.5.1. Venturimeter
4.5.2. Orifice meter
4.5.3. Nozzle meter
4.5.4. Pitot tube
4.6. Flow through orifice (small orifice, large orifice, partially submerged orifice as well as submerged orifice)
4.7. Different hydraulic coefficients (Cv, Cc and Cd) and their determination.
4.8. Definition and classification of notches and weirs
4.9. Varying head flow such as emptying and filling of tanks
4.10. Flow past through submerged bodies
4.10.1. Drag and lift forces
4.10.2. Drag on a sphere and cylinder
4.11. Boundary layer definition, concept, thickness and theory
5.1. Momentum principle and equations
5.2. Application of momentum equations to calculate forces on pipe bends, enlargements and reducers
5.3. Forces exerted by the jet on stationary and moving vanes of different shapes
5.4. Concept of angular momentum with examples
6.1. Introduction to dimensional analysis (physical quantities and their dimensions)
6.2. Principal of dimensional homogeneity
6.3. Methods of dimensional analysis (Rayleigh and Buckingham π-Theorem)
6.4. Similitude, laws of similarity, distorted and undistorted model Physical model and modeling criteria (Reynolds, Froude, Euler, Weber and Mach’s law with some examples)
6.5. Introduction to scale effects in model studies
Laboratory/Practical:
Reference books:
Evaluation Scheme:
The question will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below
Chapters |
Hours |
Marks distribution* |
1 |
5 |
5 |
2 |
15 |
15 |
3 |
5 |
5 |
4 |
12 |
15 |
5 |
5 |
5 |
6 |
3 |
5 |
Total |
45 |
50 |
*There may be minor deviation in marks distribution.
COURSE CODE: CE433
Year: II
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
3 |
1 |
50 |
50 |
50 |
25 |
175 |
|
Course Objective: This course is to provide the basic knowledge of land measurement and surveying techniques. After completing this course students will be able to prepare a plan and topographic maps using various instruments.
1.1. Historical background, definition, objectives and classification
1.2. Principle of surveying
1.3. Scales, conventional symbols
1.4. Precision in surveying
2.1. Principles of different methods of measurements
2.2. Reliability of measurements
2.3. Concept of error in measurements
2.4. Types of errors
3.1. Methods of linear measurements
3.2. Instruments for linear measurements
3.3. Procedure for linear measurements
3.4. Accuracy, precision, errors, sources of errors and types of errors in linear measurements
3.5. Correction applied in linear measurements
3.6. EDM and its working principle
4.1. Angles and directions
4.2. Methods of determining angles and directions
4.3. Angle and direction measurements with theodolite
4.4. Angle measurements using a tape, plane table, and compass
5.1. Methods and principle of chain survey
5.2. Obstacles in chaining/ranging
5.3. Meridian, bearing and azimuth
5.4. System of bearing, conversion from one system to another
5.5. Calculation of angles from bearings and vice versa
5.6. Dip of magnetic needle
5.7. Magnetic declination
5.8. Errors in chain and compass survey
6.1. Introduction
6.2. Uses of traverse surveying
6.3. Methods of traversing
6.4. Traversing procedure
6.5. Compatibility of linear and angular measurements
6.6. Checks in closed and open traverse
6.7. Traverse computation
6.8. Plotting a traverse survey
6.9. Graphical method of adjustment of error and permissible precision
6.10. Omitted measurements
7.1. Definition and importance of leveling
7.2. Methods of leveling
7.3. Levels and level rods, foot plates, rod bubbles
7.4. Temporary and permanent adjustment of level
7.5. Collimation or two peg tests
7.6. Methods of booking and calculation of reduced level
7.7. Curvature and refraction correction
7.8. Classification of leveling, fly leveling, profile leveling, cross sectioning, reciprocal leveling, precise leveling
7.9. Error and adjustment in leveling
8.1. Introduction and principles in plane table
8.2. Methods of plane tabling
8.3. Advantages and disadvantages of plane tabling
8.4. Error in plane tabling
9.1. Basic definition
9.2. Construction principle and parts of theodolite
9.3. Temporary adjustment of theodolite
9.4. Measurement of horizontal angle, vertical angles and zenith angle
9.5. Errors in theodolite
10.1. Principles for triangulation and trilateration
10.2. Introduction of EDM and total station for triangulation and trilateration
10.3. Classification of triangulation system
10.4. Specification of different types of triangulations
11.1. Methods of calculating the area
11.2. Area from field measurements
11.3. Area from plan
11.4. Planimeter
11.5. Area of cross-sections
11.6. Sources of errors in computation of area
11.7. Partition of land
11.8. Measurement of volume from cross section, use of trapezoidal formula and prismoidal formula for computation of volume, volume by spot leveling, volume by contour plan
Field/Practical Works:
Reference books:
Evaluation Scheme:
There will be questions covering all the chapters in the syllabus. The evaluation schemes for the question will be as indicated in the table below
Chapter |
Hours |
Marks Distribution* |
1 |
2 |
2 |
2 |
2 |
3 |
3 |
3 |
4 |
4 |
3 |
4 |
5 |
4 |
6 |
6 |
5 |
6 |
7 |
8 |
8 |
8 |
3 |
2 |
9 |
5 |
5 |
10 |
4 |
5 |
11 |
6 |
5 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution
COURSE CODE: CE434
Year: II
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
0 |
50 |
25 |
50 |
25 |
150 |
|
Course Objective: This main objective of the course is to introduce different types of rock, rock structures and their defects. The students will be able to identify the different types of rocks, minerals, geological structures, geological processes and their impacts on engineering structures etc. The students will also be able to use the geological maps including the drawing of dips, strikes, outcrop, faults and folds in maps. Furthermore, the course will help students to know about geological setting of Himalaya, geological structures for development of infrastructures.
1.1. Scope, objective and importance of geology in civil engineering
1.2. Different branches of geology and their interrelations
1.3. Relationship of geology with other branches of science and engineering
1.4. Definition of engineering geology (according to IAEG), role and tasks of an engineering geologist, scope, objectives and its importance in the context of Nepal
1.5. Structure and composition of earth
1.6. Physical features of the earth surface: Continental & oceanic features, mountains, plateau and shields
1.7. Difference between erosion and weathering
1.8. Geological cycle
1.9. Earth dynamism:
1.9.1. Plate tectonics
1.9.2. Earthquake (classification, cause and effect of earthquakes)
1.9.3. Volcanism
1.1. The origin of Earth and different hypothesis
1.2. Age, Component &structures ( Internal & External) of the Earth
1.3. History of the Earth, Geological Time Scale, origin and evolution of life
1.4. Internal & External Geological Processes
1.5. Plate Tectonics: Theory, Plate and Plate Boundaries
1.6. Mountain and mountain Building Processes
1.7. Physical features of Earth: Oceanic, continental, Plateau, Shields
2.1. Crystals & Minerals: Formation processes
2.2. Elements of crystals, Symmetry elements of crystals, Crystal form, Crystal habit, Crystal System 2.3. Mineral: Introduction, Physical, Chemical & Optical Properties , Classification
2.4. Rock Forming Minerals
2.5. Megascopic study of Quartz, Feldspars Micas, Pyroxenes, Amphiboles, Carbonates, Oxides, Halites, Carbonaceous, Evaporates, and other Minerals
2.6. Civil Engineering significances of different minerals
3.1. Petrology, Petrography, Petrogenesis
3.2. Rock & Rock Cycle
3.3. Classification of Rocks and it’s processes of formation ( Magmatism, Sedimentation, Metamorphism)
3.4. Textures, Structures and classification of different types of Rocks
3.5. Physical & basic engineering properties of different rock types
3.6. Macroscopic study of common rocks( Igneous, Sedimentary, Metamorphic)
4.1. Rock deformation: stage, Mechanism and reasons
4.2. Attitudes of geological planes
4.3. Measurement of orientation of geological strata in map and using geological compass in field
4.4. Geological Compass and it’s types
4.5. Plotting of geological data on map
4.6. Geological Structures: Introduction and Types( Primary and Secondary)
4.7. Primary geological structures: ( Beds and Bedding Planes, lamination, Cross bedding, gradded bedding, ripple marks, Mudcracks etc.
4.8. Secondary Geological structures: Lineation, Foliation, Boudinage,, Cleavage, Folds, Fractures, Joints, Faults, Thrusts.
4.9. Identification criteria of secondary geological structures in field
4.10. Civil Engineering significances of geological structures
5.1. Introduction
5.2. Geological Agents
5.3. Weathering, Erosion ( Types and Factors)
5.4. Geological works of Geological agents ( Water: Running, Underground, Lake, Sea, Wind, Glacier)
5.5. Landform developed by geological works of geological agents
6.1. Geomorphological of Physiographic division
6.2. Geological Division
6.3. Geological Units
Practical
Following practical exercises will be performed in this course (including three days field study in real project site compulsory)
Study of Geological Time Scale
Study of Crystal system in Crystal Models
Study and Identification of Minerals
Study and Identification of Rocks
Study and Interpretation of Geological structures in Block Diagrams
References:
A. Holmes “ Principles of Physical Geology’ ELBS English Language Society
M.P. Beillings: Principles of Structural Geology”, Prentice Hall of India, New Delhi
P.C. Ghimire& M.S. Dhar, “ Engineering Geology”
M. R. Dhital, “ Geology of Himalaya, Elsevier
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapters |
Hours |
Marks distribution* |
1 |
4 |
5 |
2 |
6 |
6 |
3 |
8 |
10 |
4 |
6 |
6 |
5 |
12 |
12 |
6 |
6 |
6 |
7 |
3 |
5 |
Total |
45 |
50 |
*There may be minor deviation in marks distribution.
COURSE CODE: CE435
Year: II
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
2 |
1 |
50 |
25 |
50 |
25 |
150 |
|
Course Objective: The objective of the course is divided into two broad segments viz. i) Building Construction, and ii)
Building Drawings
i) This main objective of the course is to make the students familiar with building components, building services, causes and prevention of cracks, rehabilitation of building, and alternative building components and technologies.
ii) The basic objective of the course is to make students familiarize with the fundamentals of building drawing and drafting skill using design software package (e.g. AutoCAD). Emphasis is placed on drafting floor plan, elevation, section and details of building
1.1. Buildings and their types
1.2. Heat phenomena in building
1.3. Ventilation (requirements, standards, design) & air conditioning
1.4. Lighting (illumination requirements, daylight, artificial lighting)
1.5. Sound and acoustics (sound & noise, acoustic defects, sound insulation)
1.6. Moisture & its movement through building components and
1.7. The use of vapor barriers and other damp proof courses in building
1.8. Orientation & planning of buildings (principles, site-selection, economy, setting-out)
1.9. Environmental issue related to building materials
1.10. Building in different climate regions
1.11. Environmental friendly and cost effective building technology
2.1. Purpose of foundations and basements
2.2. Site exploration and its methods
2.3. Foundation and its types
2.4. Earthwork excavation of foundations (soft soil, hard rock, wet excavation)
2.5. Excavation of trenches for pipes, cables etc. and refilling works
2.6. Earthquake effects on foundations
2.7. Some common problems with existing foundations
2.8. Retaining properties and water proofing of basements
2.9. Sealing of cracks in basements
3.1. Mortars ( types, properties, preparation process, estimating mortar requirement)
3.2. Brick masonry (types, specifications)
3.3. Stone masonry (random rubble, course rubble, ashlar)
3.4. Walls: Retaining walls, cavity walls, parapet walls
4.1. Roofs &its classification
4.2. Timber roofs (single/double/ multiple timber roofs)
4.3. Steel trusses and their components
4.4. Roof coverings (titles, slates, asbestos cement sheets, shingles)
5.1. Stair and its elements
5.2. Essential requirements &types of stair
5.3. Design of stairs (dog-legged and open well)
5.4. Ladders, ramps, lifts &escalators
6.1. Doors: Types and their fixing details
6.2. Windows & ventilators: Types and their fixing details
7.1. Types of joints
7.2. The need for provision of joints
7.3. Treatment and detailing of joints (roof and floor level)
8.1. Flooring and its types
8.2. Special types of floor finishing (smooth cast, rough cast, pebble dash, scrapped finish, and texture finish)
8.3. Floor and wall ties
9.1. Scaffolding and its types
9.2. Formwork for excavations & trenches
9.3. Formworks for RCC construction
9.4. Shoring and its types
9.5. Underpinning and its procedures
10.1. Cladding (types, fixing process)
10.2. Plastering &pointing (types and process of application)
10.3. Painting works in wooden, metal and masonry surfaces
10.4. Internal finishing : Non-load bearing partitions and suspended ceiling
11.1. Water supply & sanitation
11.2. Electrification, CCTV and telephone network
11.3. Fire protection
11.4. Rainwater harvesting
12.1. Fiber reinforced cement and polymer composites
12.2. Building materials from agro and industrial wastes
12.3. Alternatives for wall construction (types of walls, construction techniques)
12.4. Alternative roofing systems (filter slab roofs and composite beam and panal roofs)
Practical
1.1. Structural system of building
1.2. Anatomy of building
1.3. Elements of building
1.4. Scale of building drawing
3.1. Introduction
3.2. Basic drawing and editing commands
3.3. Dimensioning and units
3.4. Making changes in your drawing
3.5. Organizing your drawing with layers
3.6. Advanced object types
3.7. Advanced editing commands
3.8. Printing your drawing
3.9. Introduction to AutoCAD (3D)
4.1. Location plan
4.2. Site plan
4.3. Floor plans
4.4. Elevations/Facades
4.5. Cross section
4.6. Detail drawings
4.7. Land layout plan
5.1. Concept drawing
5.2. Presentation drawing
5.3. Municipality drawing
5.4. Measured drawing
5.5. Working drawing (architect’s drawing, structural drawing and service drawing)
5.6. As built drawing
Drawing Sheet to be prepared by the students:
S.N |
Description |
Remarks |
1 |
Floor plans of Sample building |
Both manually and using Auto CAD |
2 |
Elevations, Cross sections of sample building |
Both manually and using Auto CAD |
3 |
Details of sample building |
Both manually and using Auto CAD |
4 |
Working drawings (Architect’s, Structural, Electrical, Sanitary drawings etc.) |
Using Auto CAD |
Note: Sample building means minimum two story’s residential building.
Field Trip:
A visit to a high-rise building construction site and student should compulsory prepare a building plan.
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below.
Chapters |
Hours |
Marks distribution* |
1 |
10 |
10 |
2 |
6 |
6 |
3 |
4 |
4 |
4 |
3 |
4 |
5-6 |
6 |
10 |
7-8 |
4 |
5 |
9-10 |
7 |
6 |
11-12 |
5 |
5 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: SH432
Year: II
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
25 |
125 |
|
Course Description: This course is a compulsory course designed to equip the learners with the communication skills required for their professional competence in English with emphasis on speaking, reading and writing.
Course Objectives: To make students able to:
1.1. Comprehend reading materials both technical and semi-technical in nature
1.2. Develop grammatical competence
1.3. Write notice, agenda, minutes
1.4. Write proposals
1.5. Write report
1.6. Write research articles
1.7. Listen and follow instruction, description and conversation in native speakers' accent
1.8. Do discussion in group, deliver talk and present brief oral reports
Course Detail:
Unit I: Oral Communication (10 hours)
2.1. English sound
2.2. Concept of affixes
4.1. Talk and speech
4.2. Preparation and presentation of technical talk.
4.3. Making presentation based on manuscript.
4.4. Presenting talks based on notes.
5.1. Notice preparation
5.2. Agenda preparation
5.3. Minutes preparation
5.4. Procedures of meeting conduction
Unit II: Reading (10 hours)
1.1. Comprehension
1.2. Note-taking and summary writing
1.3. Contextual questions based on facts and imagination
1.4. Interpreting text
2.1. Title/Topic speculation
2.2. Finding theme
2.3. Sketching character
Unit III: Writing (25 hours)
1.1. Unity
1.2. Coherence
1.3. Conciseness
1.4. Clarity
1.5. Accuracy
1.6. Composing and editing strategies
2.1. Introduction
2.2. Purpose
2.3. Process
3.1. Types of proposal
3.2. Structure/ Format for technical proposals
3.3. Writing technical proposals
4.1. Format for memo report writing: Introduction, Parts
4.2. Field/ Project report writing: Introduction, Parts
4.3. Format for Formal Report- Progress Report, Feasibility Report, Empirical/ Research Report, Technical Report
4.4. Parts and Components for formal reports
5.1. Qualities of good letter
5.2. Structure of letter
5.3. Preparation of bio-data
5.4. Official letter format
5.5. Application letter format
6.1. Introduction
6.2. Procedures
Practical:
Language Lab |
|
30 hours |
Module I: Listening Lab |
|
12 hours |
Activity I |
General instruction on effective listening, factors influencing listening, note-taking to ensure attention. (Equipment required: Laptop, multimedia, laser pointer, overhead projector, power point, DVD, video set, screen) |
2 hours |
Activity II |
Listening to recorded authentic instruction followed by exercises. (Equipment required: Cassette player or Laptop) |
2 hours |
Activity III |
Listening to recorded authentic description followed by exercises. (Equipment required: Cassette player or Laptop) |
4 hours |
Activity IV |
Listening to recorded authentic conversation followed by exercises. (Equipment required: Cassette player or Laptop) |
4 hours |
Module II: Speaking |
|
18 hours |
Activity I |
General instruction on effective speaking ensuring audience’s attention, comprehension and effective use of audio-video aids. (Equipment required: Laptop, multimedia, laser pointer, overhead projector, power point, DVD, video set, screen) |
2 hours |
Activity II |
Making students express their individual views on the assigned topics (Equipment required: Microphone, movie camera) |
2 hours |
Activity III |
Getting students to participate in group discussion on the assigned topics |
4 hours |
Activity IV |
Making students deliver talk either individually or in group on the assigned topics (Equipment required: Overhead projector, microphone, power point, laser pointer, multimedia, video camera, screen) |
8 hours |
Activity V |
Getting students to present their brief oral reports individually on the topic of their choice (Equipment required: Overhead projector, microphone, power point, laser pointer, multimedia, video camera, screen) |
2 hours |
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Unit |
Hours |
Marks Distribution* |
I |
10 |
12 |
II |
10 |
12 |
III |
25 |
26 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
B.E. (CIVIL) SECOND YEAR DETAIL SYLLABUS (SECOND SEMESTER)
COURSE CODE: CE441
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The basic objective of the course is to concept and knowledge of structural analysis with the emphasis of statically determinate structure. By the end of this course, it is expected that the students will be able to perform analysis of determinate structures.
1.1. Types of structures based on material used
1.2. Structural mechanics
1.3. Two basic approaches of structural analysis
1.4. Linearly elastic structures
1.5. Non-linearity in structural analysis
1.6. Principle of superposition
2.1. Analysis by the strain energy method
2.1.1. Strain energy and complementary strain
2.1.2. Strain energy due to gradually and suddenly applied direct load: Dynamic multipliers
2.1.3. Strain energy due to axial force, bending, shear and torsion
2.2. Analysis by the virtual work method
2.2.1. Work and complementary work
2.2.2. Displacement of beams, frames and trusses by method of real work
2.2.3. Calculation of real work from bending
2.2.4. Limitations of the method of real work
2.2.5. Displacements by the methods of virtual work in beam, frame and truss
2.2.6. Direct axial and bending effects
2.2.7. Effect of temperature change and misfit in fabrication of truss
3.1. Differential equation of flexure
3.2. Theorems on moment area method
3.3. Macaulay’s method
3.4. Deflection of cantilever beams
3.5. Deflections in simply supported beams with and without overhangs
3.6. Mid-span deflections
3.7. Conjugate-beam method
3.8. Deflections by the method of superposition
4.1. Concept of influence lines
4.2. Moving loads and influence lines
4.3. Influence lines diagram for support reactions, support moment, shear force and bending moment for statically determinate beams
4.4. Criterion of maximum reaction or shear force and bending moment in simple beam and their values
4.5. Determination of reactions, bending moments and shear forces from influence line diagrams due to different loadings: Point load, distributed load, couple
4.6. Loading of influence line diagrams using standard load trains
4.7. Most critical position of a load on a beam span, values and location of absolute maximum bending moment and shear force
4.8. Influence lines for statically determinate trusses
4.9. Criterion of maximum axial force in a member of plane truss
5.1. Various types of arches
5.2. Three-hinged circular and parabolic structures with support at same and different Level
5.3. Determination of support reactions, shearing forces, normal forces and bending moments
5.4. Analysis of three-hinged arches by the graphical method
5.5. Influence line diagrams for reactions, bending moments, shearing forces and normal forces in three-hinged arches
6.1. General equation of cable
6.2. Catenary and parabolic cables
6.3. Cable under uniformly distributed load
6.4. Elements of a simple suspension bridges
6.5. Suspension bridge with un-stiffened cable and 3-hinge stiffening girder
6.6. Stress determination in three-hinged stiffening girder
6.7. Influence line diagrams
Laboratory/Practical:
Reference books:
1. C.H. Norris, J.B. Wilbur, and S.Utku, “Elementary structural Analysis”, New York: McGraw-Hill Book Co. 2. W. Jr.Weaver, J. M. Gere, “Matrix Analysis of Frames Structures”, CBS Publishers and Distributers, India
3. A. Darkov, and Kuznetsov, “Structural Mechanics”, Mir Publishers.
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapters |
Hours |
Mark distribution * |
1 |
4 |
6 |
2 |
10 |
12 |
3 |
7 |
8 |
4 |
10 |
10 |
5 |
7 |
8 |
6 |
7 |
6 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
COURSE CODE: SH441
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
2 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The basic objective of the course is to provide the students with practical knowledge of the principles and concept of probability and statistics and their application in engineering field.
1.1. Concept and importance of probability
1.2. Addition theorem, multiplication theorem, conditional probability, and byer’s theorem
1.3. Introduction to statistics and its importance in engineering
1.4. Describing data with graphs (bar, pie, line diagram, box plot)
1.5. Describing data with numerical measure (measuring center, measuring variability)
2.1. Discrete random variable
2.2. Probability distribution of discrete random variables
2.3. Binomial probability distribution
2.4. Negative binomial distribution
2.5. Poison distribution
2.6. Hyper geometric distribution
3.1. Continuous random variable and probability densities
3.2. Probability distribution of continuous random variables
3.3. Normal distribution
3.4. Gama distribution
3.5. Chi square distribution
4.1. Population and sample
4.2. Sampling distribution and error in sampling
4.3. Types of sampling
5.1. Point estimate
5.2. Method of point estimation
5.3. Interval estimation
5.4. Confidence interval for mean
5.5. Confidence interval for proportion
6.1. Simple linear regression model and principle of least square
6.2. Correlation and coefficient of determination
6.3. Standard errors of regression line and standard errors of parameters
6.4. Multiple correlation and regression
7.1. Errors in hypothesis testing
7.2. Level of significance
7.3. Hypothesis test concerning one mean
7.4. Hypothesis test concerning two mean
7.5. One-way ANOVA
7.6. Hypothesis concerning one proportion
7.7. Hypothesis concerning two proportion
7.8. Chi square test of independence
8.1. Application of computer in computing statistical problem. E.g., scientific calculator, EXCEL, SPSS, Matlab, etc.
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks Distribution* |
1 |
5 |
6 |
2 |
5 |
6 |
3 |
6 |
8 |
4 |
3 |
4 |
5 |
5 |
6 |
6 |
6 |
8 |
7 |
11 |
12 |
8 |
4 |
- |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
SURVEYING II
COURSE CODE: CE442
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
3 |
1 |
50 |
50 |
50 |
25 |
175 |
|
Course Objective: The basic objective of the course is to introduce fundamental knowledge of land measurement and modern survey application. After completing this course student will be able to prepare contour map by plane tabling and tacheometry and also be able to lay curves for road.
1.1. Introduction: Definition and uses of tacheometery
1.2. Principle of optical distance measurements
1.3. Basic systems of tachometric measurements (stadia system, non-stadia system)
1.4. Booking and plotting of details
1.5. Sources of errors and precision of tacheometric survey
2.1. Problems of heights and distances
2.2. Reciprocal trigonometrical leveling
2.3. It’s significance and error ratio
2.4. Determination of heights and distances o inaccessible objects
3.1. Introduction
3.2. Contours and contour lines
3.3. Establishment of controls
3.4. Contour interval and factors for deciding contour intervals
3.5. Characteristics of contour
3.6. Methods of locating contours
3.7. Interpolation of contours
3.8. Contour gradient
3.9. Uses of contour maps
4.1. Introduction
4.2. Analytical intersection and resection
4.3. Two points and three-point resection and their significance
4.4. Instruction on field application
5.1. Simple circular curves and their elements
5.2. Calculation and setting out of simple circular curve by ordinate from long chord, offsets from tangent and deflection angle methods
5.3. Geometry of transition curves and their elements
5.4. Elements of composite curves and setting out techniques
5.5. Equation of vertical curves and computation of reduced levels of points on curve
6.1. Introduction
6.2. Horizontal and vertical controls
6.3. Positioning of a structure
6.4. Setting out of building, culvert and bridge
7.1. Introduction of photogrammetric as a branch of surveying and its importance
7.2. Principle of photogrammetry and its limitations
7.3. Scale of vertical photograph
7.4. Relief displacement
7.5. Necessity, importance and types of remote sensing
7.6. Electromagnetic radiation (EMR)
7.7. Interaction of EMR with earth surface features
8.1. Electronic and laser theodolite
8.2. Global positioning system (introduction, components, working principles and uses of GPS)
8.3. Total station (introduction, features, characteristics, field procedures for total station in topographical surveying), Robotic Total Station
8.4. Digital terrain model (DTM)
8.5. Geographic information system (introduction, application of GIS to civil engineering projects)
8.6. Introduction to DGPS and Drone Survey
Practical /Field Works:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks Distribution* |
1 |
6 |
8 |
2 |
4 |
5 |
3 |
5 |
6 |
4 |
4 |
5 |
5 |
8 |
10 |
6 |
5 |
5 |
7 |
5 |
5 |
8 |
8 |
6 |
Total |
45 |
50 |
*There may be minor variation in marks distribution
COURSE CODE: CE443
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
4 |
1 |
2 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The basic objective of the course is to provide the fundamental knowledge of hydraulics which aims to impart the concept of water resources engineering and their application in the field of civil engineering. The knowledge of hydraulics is essential to the design of various hydraulic structures.
1.1. Introduction to pipe flow and uses of continuity equation
1.2. Distinguish between pipe and open channel flow
1.3. Reynolds experiment
1.4. Difference between laminar and turbulent flow
1.5. Laminar flow through pipes (Hagen Poisseuille’s equation)
1.6. Laminar flow between parallel plates
1.7. Derivation of Darcy-Weisbach formula, Colebrook-White equation and its development, and use of Moody’s chart
1.8. Shear stress and their distribution in uniform flow
1.9. Types of pipe flow problems and their solutions.
1.9.1. Three types of simple pipe flow problems and their solution
1.9.2. Pipe in series, Dupuit equation. concept of equivalent pipe length
1.9.3. Pipe in parallel; Different kind of problems and their solution
1.9.4. Siphons and its application
2.1. Introduction to pipe network problems and application
2.2. Hardy-Cross method of solving of pipe networks problems
2.3. Solution procedure by Hardy-Cross method for single and double loops of pipe networks with examples
2.4. Economic and equivalent diameter of pipes
2.5. Three reservoir problems and its solution
3.1. Basic equations for unsteady flow: celerity, Euler’s equation and continuity equation.
3.2. water hammer and its effects in pipes and pen stock
3.3. Variation of pressures due to sudden closure of valve for the cases of rigid and elastic pipes
3.4. Propagation of elastic wave in rigid and elastic pipe
3.5. Relief devices against water hammer (different types of surge tanks)
4.1. Introduction to open channel flow and its practical application
4.2. Shape of open channel
4.3. Classification of open channel by time, space, and hydraulic regime
4.4. Geometric properties including area of flow, wetted perimeter and hydraulic radius
4.5. Economic channel section on plain and hilly regions
5.1. Condition of uniform flow,
5.2. Shear stress and velocity distribution
5.3. Flow resistance equations: Darcy-Weisbach, Chezy and Manning equations and their relationship.
5.4. Determination and factors affecting manning’s roughness coefficient
5.5. Types of uniform flow problems and solutions
5.6. Hydraulically- Efficient channel section
6.1. Energy principle, specific energy, specific energy curve, criteria for critical flow
6.2. Critical depth computations for all kind of channel sections (prismatic as well as non-prismatic) and criteria for critical state of flow.
6.3. Application of energy principle and concepts of critical depth concepts (channel width reduction, rise in channel bed, venture flume and broad crested weir)
6.4. Momentum principle, specific force, specific force curve, criteria for critical state of flow, conjugate depth.
7.1. Gradually varied flow, basic assumptions, governing equation and its physical meaning
7.2. Differential equation of gradually varied flow
7.3. Characteristics bed slopes
7.4. Characteristics and analysis of flow profiles
7.5. Computation of gradually varied flow
7.6. Solution of gradually varied flow equations by graphical and numerical methods
8.1. The momentum equation for the jump
8.2. Classification of jumps
8.3. Flow condition for jump
8.4. Hydraulic jump as an energy dissipater
8.5. Hydraulic jump in a horizontal rectangular channel; Relationship between hydraulic jump variables (conjugate depth, height of the jump, efficiency jump, length of the jump)
8.6. Energy loss in jump
8.7. Classification of the jump based on the tail water level and Froude number
8.8. Practical application of jump at spillway toe, falls etc.
9.1. Introduction: Rigid and mobile boundary channel
9.2. Difference between rigid boundary channel and alluvial channel
9.3. Shear stress distribution on the channel boundary.
10.1. Definition and types of similarities
10.2. Definition and types of models
10.3. Modeling criteria
10.4. Introduction to distorted and undistorted models
Laboratory/Practical:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks Distribution* |
1 |
10 |
10 |
2 |
6 |
5 |
3 |
6 |
5 |
4 |
6 |
5 |
5 |
6 |
5 |
6 |
5 |
4 |
7 |
6 |
5 |
8 |
6 |
5 |
9 |
3 |
2 |
10 |
6 |
4 |
Total |
60 |
50 |
* There may be minor deviation in marks distribution.
COURSE CODE: CE444
Year: II
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
2 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The basic objective of the course is to provide the students the concepts of soil engineering, including the science and technology of soils and their application to problems in civil engineering. The course emphasizes the fundamentals and relevant principles of soil mechanics, gives an overall picture of the behavior of soils and describes the nature of some of the soil problems encountered in civil engineering.
1.1. Definition of soil engineering and geotechnical engineering 1.2. Historical development of soil mechanics
1.3. Soil formation and soil type.
1.4. General approach of solving soil mechanics problems
2.1. Phase diagram
2.2. Simple definitions and their relationships
2.3. Index properties of soils
2.4. Determinations of various index properties
3.1. Introduction
3.2. Field Identification of soil
3.3. Soil classification-Textural, ISSCS, MIT, BSCS, USCS and AASHTO soil classification system
3.4. General characteristics of soils of different groups
3.5. Application of soil classification system
4.1. Introduction
4.2. Basic structural units of clay minerals
4.3. Clay particle interaction
4.4. Soil structure and fabrics
5.1. Introduction
5.2. Laboratory tests (standard proctor test, modified proctor test)
5.3. Factors affecting compaction
5.4. Compaction specification and field control 5.5. Effect of compaction on properties of soils
6.1. Introduction
6.2. Principle of effective stress
6.3. Physical meaning of effective stresses
6.4. Capillarity in soils
6.5. Permeability of soils
6.6. Factors affecting permeability of soils
6.7. Determinations of coefficient of permeability: Laboratory and field methods.
6.8. Types of head and seepage forces
6.9. Quick sand conditions and remedial measures
6.10. Failures of hydraulic structures by piping and its prevention measures
7.1. Introduction
7.2. Two dimensional flow (Laplace’s equation)
7.3. Flow nets and its characteristics
7.4. Unconfined flow
7.5. Seepage in anisotropic soil condition
7.6. Seepage through an earth dam on an impervious base
7.7. Flow through non–homogeneous sections
7.8. Prevention of erosion- protective filters
8.1. Introduction
8.2. Vertical, horizontal and shear stresses due concentrated loads
8.3. Boussinesq equation and Westergaard’s equation
8.4. Vertical stress distribution diagrams
8.5. Vertical stress beneath loaded areas
8.6. Influence diagram
8.7. New marks influence chart
8.8. Limitations of elastic theory
9.1. Fundamentals of consolidation
9.2. Contact pressure and settlement profile.
9.3. Consolidation test
9.4. Void ratio – pressure plots
9.5. Normally consolidated and over consolidated clay
9.6. Terzaghi’s theory of consolidation
9.7. Effect of disturbance on void ratio–pressure relationship
9.8. Compression index and swell index
9.9. Secondary consolidation settlement
9.10. Time rate of consolidation
9.11. Determination of coefficient of consolidation
9.12. Calculation of consolidation settlement under a foundation
10.1. Concept of shear strength
10.2. Principal planes and principal stresses
10.3. Mohr-Coulomb theory
10.4. Mohr’s stress circle and failure envelop
10.5. Inclination of the plane of failure caused by shear.
10.6. Laboratory tests
10.7. Direct shear test
10.8. Triaxial shear test-general
10.9. Consolidated drained triaxial test
10.10. Consolidated undrained triaxial test
10.11. Unconsolidated undrained triaxial Test
10.12. Unconfined compression test on saturated clay.
10.13. Stress path
10.14. Vane shear test
10.15. Empirical relations between undrained cohesion and effective overburden pressure. 10.16. Shear strength of saturated and unsaturated clays 10.17. Shear strength of sands.
11.1. Introduction
11.2. Cause of slope moment and failures
11.3. Types of slopes and slope failures
11.4. Definition of factor of safety and critical surfaces
11.5. Finite slopes- forms of slip surface
11.6. Total stress analysis
11.7. Method of slices
11.8. Location of the most critical circles
11.9. Friction circle method
11.10. Taylors stability number
11.11. Bishops method of stability analysis
11.12. Use of stability coefficients
Laboratory/Practical:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapters |
Hours |
Marks distribution* |
1 |
1 |
2 |
2 |
4 |
5 |
3 |
4 |
5 |
4 |
2 |
2 |
5 |
3 |
4 |
6 |
5 |
6 |
7 |
4 |
5 |
8 |
5 |
5 |
9 |
6 |
6 |
10 |
6 |
6 |
11 |
5 |
4 |
Total |
45 |
50 |
*There may be minor deviation in marks distribution.
COURSE CODE: CE445
Year: II
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The basic objective of the course is to provide the students the concepts of concrete ingredients and will be able to design concrete mix of different grades using commonly used methodologies. The course also familiarized with masonry structures, its behavior and construction technologies.
1.1. Types and use of concrete
1.2. Concrete materials(cement, aggregate, water and admixture)
1.3. Properties of fresh concrete and their significance
2.1. Concrete as three phase system and structures of three different phases
2.2. Various types of strength of concrete and their inter relationship
2.3. Effect of time and temperature on concrete strength
2.4. Effect of cyclic and dynamic loads on strength
2.5. Importance of curing
3.1. Purpose and objectives of mix design
3.2. Factors affecting the choice mix proportion
3.3. Workability and its test
3.4. W/C ratio in concrete
3.5. Introduction to nominal mix
3.6. Methods of concrete mix design by DOE, ACI and IS Method
3.7. Some aspects of probabilistic approach in strength
3.8. Concrete mix design by segregation and bleeding
3.9. Quality control in site: Mixing, handling, placing, compaction and curing
3.10. Concrete in extreme temperatures
3.11. Use of admixtures
4.1. Deformation of hardened concrete, moduli of elasticity
4.2. Shrinkage and creep
4.3. Fatigue, impact and dynamic loading
4.4. Effect of porosity, water-cement ratio and aggregate size
4.5. Effect of gel/space ratio
4.6. Factors affecting the strength of concrete
5.1. Various strength of concrete
5.2. Compressive strength test
5.3. Tensile strength test
5.4. Relationship between tensile and compressive strength
5.5. Factors causing variations in the quality of concrete
5.6. Advantage of quality control
5.7. Sampling of concrete
5.8. Variability of concrete strength and acceptance criteria
6.1. Effect of water and permeability on concrete durability
6.2. Physical and chemical causes of concrete deterioration
6.3. Carbonation
6.4. Corrosion of steel in concrete: Reasons and preventive measures
7.1. Specific features of stone structures in Nepal
7.2. Materials tools and equipments for the construction of stone masonry structures 7.3. Use of masonry structures
7.4. Construction technology - English bond, Flemish bond, Rat-trap bond
7.5. Masonry as infill walls
7.6. Reinforced and un-reinforced masonry
8.1. Introduction to codal provisions
8.2. Design of building wall as a rigid and elastic system
8.3. Design of building wall as frame
8.4. Design of engineering structures (column, water tank and retaining wall)
9.1. Performance of masonry structures in lateral loads
9.2. Failure behavior of masonry structures in lateral loads
9.3. In-plane and out-of-plane behavior of masonry structures
9.4. Ductile behavior of reinforced and unreinforced masonry structures
9.5. Calculation of stresses for lateral loads
9.6. Elements of lateral load resisting masonry system
10.1. Determination of mortar strengths
10.2. Determination of brick strengths
10.3. Determination of stone strengths
Laboratory/Practical:
Concrete Technology
Masonry Structures
Reference books:
Evaluation scheme:
The questions will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below:
Chapters |
Hours |
Marks distribution* |
1 |
4 |
4 |
2 |
3 |
3 |
3 |
6 |
6 |
4 |
3 |
4 |
5 |
6 |
8 |
6 |
3 |
4 |
7 |
4 |
4 |
8 |
8 |
8 |
9 |
5 |
5 |
10 |
3 |
4 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: CO441
Year: II
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
2 |
1 |
50 |
- |
50 |
50 |
150 |
|
Course Objective: The basic objective of the course emphasizes algorithm development and programming, and its application to realistic engineering problems.
1.1. Introduction, importance of numerical methods
1.2. Approximation and errors in computation
1.3. Taylor's series
1.4. Newton's finite differences (forward , backward, central difference, divided difference)
1.5. Difference operators, shift operators, differential operators
1.6. Uses and importance of computer programming in numerical methods.
2.1. Newton Raphson method (two equation solution)
2.2. Regula-Falsi method, Secant method
2.3. Bisection method
2.4. Fixed point iteration method
2.5. Rate of convergence and comparisons of these methods
2.6. Evaluation of polynomials using Horner’s rule
3.1. Gauss elimination method with pivoting strategies
3.2. Gauss-Jordan method
3.3. LU decomposition method
3.4. Matrix inversion method
3.5. Iterative methods (Jacobi method, Gauss-Seidel method)
3.6. Eigen value and Eigen vector using Power method
4.1. Linear interpolation
4.2. Newton's interpolation
4.3. Central difference interpolation: Stirling's formula, Bessel's formula
4.4. Lagrange interpolation
4.5. Least square method of fitting linear and nonlinear curve for discrete data and continuous function
4.6. Cubic spline interpolation
5.1. Numerical differentiation formulae
5.2. Newton-Cote general quadrature formula
5.3. Trapezoidal rule, Simpson's 1/3 rule, Simpson’s 3/8 rule, Boole’s rule
5.4. Romberg integration
5.5. Gaussian integration
6.1. Euler's and Modified Euler's method
6.2. Runge Kutta methods for 1stand 2ndorder ordinary differential equations
6.3. Higher order differential equations
6.4. Boundary value problems
7.1. Elliptic equations (Laplace equation,Poisson equation)
7.2. Parabolic equations
7.3. Hyperbolic equations
Laboratory/Practical:
Algorithm and program development in C programming language of following:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks Distribution* |
1 |
4 |
5 |
2 |
7 |
8 |
3 |
7 |
8 |
4 |
10 |
10 |
5 |
6 |
8 |
6 |
7 |
6 |
7 |
4 |
5 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution
B.E. (CIVIL) THIRD YEAR DETAIL SYLLABUS (FIRST SEMESTER)
COURSE CODE: CE451
Year: III
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
4 |
1 |
2 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The objective of the course emphasizes the basic concepts and theorems on static (equilibrium), geometrical (compatibility) and physical (force, stiffness and displacements) conditions in the context of indeterminate systems.
1.1. Definition and types of indeterminate structures
1.2. Indeterminacy of structural systems its physical meanings and its types
1.3. Degree of static indeterminacy and kinematic indeterminacy of a system, and its determination
2.1. Maxwell’s theorem
2.2. Castigliano’s theorem
2.3. Betti’s law
3.1. Definitions and explanations
3.2. Equilibrium conditions and compatibility equations
3.3. Flexibility matrix: generations and calculations
3.4. Analysis of statically indeterminate beams and frames by force method
3.5. Analysis of statically indeterminate beams and frames including yielding of support
3.6. Analysis of statically Indeterminate trusses including temperature effects
3.7. Analysis of two-hinged Parabolic arches including yield of support and temperature effect
4.1. Introduction
4.2. Derivation of the slope-deflection equations
4.3. Analysis of statically indeterminate beams including support settlement and rotation of joints
4.4. Analysis of statically indeterminate rigid frames without and with unknown joint translation
4.5. Analysis of statically indeterminate rigid frames due to yielding of support
5.1. Introduction
5.2. Stiffness
5.3. Carry-over factors and distribution factors
5.4. Cases of symmetry and anti-symmetry
5.5. Analysis of statically indeterminate beams and frames
6.1. Introduction
6.2. Influence lines for statically indeterminate beams
6.3. Mueller Breslau principle its physical meaning and its use
6.4. Drawing of ILD by Mueller Breslau principle
6.5. IL diagrams for reaction, bending moment and shear force in various sections of continuous beams (two to three spans only)
6.6. Influence lines for statically indeterminate trusses
7.1. Introduction (Flexibility and stiffness)
7.2. Flexibility and stiffness matrix
7.3. Relationship between flexibility and stiffness matrix
7.4. Analysis of statically indeterminate beams, frames and trusses by matrix method
8.1. Definitions and explanations
8.2. Plastic analysis of bending members
8.3. Plastic bending
8.4. Plastic hinge and its length
8.5. Load factor and shape factor
8.6. Collapse loads
8.7. Collapse with tied loads for simple cases of statically indeterminate beams and frames
Laboratories/Practical:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus as far as practicable. The approximate mark allocation to the questions is proposed to be as indicated in the table below:
Chapters |
Hours |
Mark distribution* |
1 |
2 |
4 |
2 |
4 |
5 |
3 |
14 |
10 |
4 |
8 |
5 |
5 |
8 |
6 |
6 |
8 |
5 |
7 |
10 |
10 |
8 |
6 |
5 |
Total |
60 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: CE452
Year: III
Semester: I (Field work: 10 days)
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
- |
- |
- |
- |
50 |
- |
50 |
100 |
|
Course Objective: The basic objective of the course to give the students an ample opportunity to consolidate and update their practical and theoretical knowledge in surveying, in the actual field conditions and with practical problems.
A) Horizontal Control Practices for Large Area (Major and Minor Traverse):
For this purpose at least 1.4 km periphery area shall be enclosed by forming the closed traverse and coordinates of those traverse points shall be controlled with reference to national grid system. X and Y coordinates shall be controlled by Theodolite/Total Station. Detailed topographic survey shall be conducted within the perimeter of the semi built up area around 4.0 to 6.0 hectares of land (about 5-7 control points).
Time Allocated: 4 Days (including reconnaissance, stations selection and pegging of major traverse, minor traverse, major traverse angles, distances measurement, etc.)
B) Vertical Control for Major and Minor Traverse:
Coordinates (Z) of these traverses shall be controlled by using Auto level. Link traverse exercise must be compulsory. Time Allocated: 2 Days
Vertical control for control points shall be done by fly leveling and detailing shall be done by using Total Station and
Theodolite. Data saving in data logger (Electronics field book) and manual booking both should be practices in detailing.
C) Bridge Site Survey:
Detailed topographic survey of suitable bridge site area (180 m *110 m) shall be conducted by which Topographic map, L- section, X section etc shall be prepared at standard scale.
Time Allocated: 2 Days
Detailing shall be done by using total station. Vertical control for control points shall be done by auto level.
D) Road Alignment Survey:
At least 800m road alignment survey shall be done from where plan, L section, X section etc. shall be drawn at standard scale including selection of grades and formation levels etc.
Time Allocated: 2 Days
Requirements:
The number of students for each group should not be more than 6 (six) and modern surveying equipment are to be used as far as possible.
Evaluation Criteria:
Internal Evaluation: Regular evaluation throughout the 10 days as well as viva for computation and plotting of major traverse, minor traverse, viva for road and bridge site survey and traverse orientation check should be taken.
External Evaluation: Standard Reports shall be prepared group wise. During compilation of the report, data shall be submitted content wise and all the reference sketches and standard drawings shall be compiled in A3 size and all the original data and drawings shall be presented during final viva.
COURSE CODE: CE453
Year: III
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The basic objective of the course is to provide a sound knowledge in functions of various components of water supply system, water treatment technology and construction of water mains and distribution.
1.1. Objectives of water supply system, immediate and long-term impact
1.2. Importance of water
1.3. Definition
1.3.1. Pure and impure water
1.3.2. Potable and wholesome water
1.3.3. Polluted and contaminated water
1.4. Schematic diagram of typical water supply system
1.5. Components of water supply system and their functions
1.6. Development of water supply system in Nepal
2.1. Classification of sources of water
2.1.1. Surface water sources: Rivers, streams, lakes, ponds, and impounded reservoir
2.1.2. Ground sources: Confined and unconfined aquifers, springs wells, infiltration galleries and wells
2.2. Selection of water sources
3.1. Per capita demand of water
3.2. Design and base periods
3.3. Types of water demand: Domestic, livestock, commercial, public/municipal, industrial, firefighting, loss and wastage
3.4. Variation in demand of water
3.5. Factors affecting demand of water
3.6. Population forecasting - necessity and methods
3.6.1. Arithmetical increase method
3.6.2. Geometrical increase method
3.6.3. Incremental increase method
3.6.4. Decrease rate of growth method
4.1. Impurities in water, their classification and effects
4.2. Hardness of water, types of hardness, and alkalinity in water
4.3. Living organisms in water
4.4. Water borne diseases and their control
4.5. Examination of water
4.5.1. Physical examination of water (tests for temperature, color and turbidity)
4.5.2. Chemical examination of water (tests for pH, suspended, dissolved and total solids)
4.5.3. Biological examination of water (multiple tube and membrane fermentation method), most probable number
4.6. Water quality standard for drinking purpose (WHO Standard)
5.1. Definition
5.2. Factors governing the site selection of an intake
5.3. Classification of intake
5.4. Characteristics of intake: River intakes, reservoir intake, and spring intake
6.1. Impurities in water, their classification and effects
6.2. Objectives of water treatment
6.3. Screening: Purpose, types (coarse, medium and fine screens)
6.4. Plain sedimentation
6.4.1. Purpose
6.4.2. Theory of settlement
6.4.3. Effect of temperature on settlement
6.4.4. Ideal sedimentation tank
6.4.5. Types of sedimentation tank
6.4.6. Design of sedimentation tank
6.5. Sedimentation with coagulation
6.5.1. Purpose
6.5.2. Coagulants (types and their chemical reactions)
6.5.3. Dose of coagulants (optimum dose of coagulant)
6.5.4. Mixing devices (purpose and types)
6.5.5. Flocculation and clarifier
6.6. Filtration
6.6.1. Purpose
6.6.2. Theory of filtration
6.6.3. Classification of filters
6.6.4. Operation, construction and maintenance of filters
6.7. Disinfection
6.7.1. Purpose
6.7.2. Methods of disinfection
6.7.3. Chlorination (theory, chlorine demand, chlorine dose, residual chlorine, contact time
6.7.4. Types of chlorine
6.7.5. Forms of chlorination (plain chlorination, pre-chlorination, post chlorination, double chlorination, multiple chlorination, breakpoint chlorination, super chlorination, dechlorination)
6.7.6. Factors affecting efficiency of chlorination
6.7.7. Ozone treatment
6.8. Softening
6.8.1. Purpose
6.8.2. Removal of temporary hardness by boiling method and lime treatment method
6.8.3. Removal of permanent hardness by lime soda method, zeolite method and ionization method
6.9. Miscellaneous Treatments
6.9.1. Aeration: Purpose and methods of aeration
6.9.2. Removal of iron and manganese
6.9.3. Removal of color, odor and taste
7.1. System of supply
7.2. Different types of water reservoirs: Clear water reservoirs, service reservoirs, balancing reservoir
7.3. Layout of distribution system: Tree system, grid iron system, ring system and radial system
7.4. Design of distribution system
7.5. Appurtenances in distribution system
8.1. Pipe materials: Types and requirements of good material
8.2. Pipe joints: Purpose and types
8.3. Laying of pipes
9.1. Valves: Purpose and types
9.2. Fittings: Purpose and types
9.3. Break pressure tank: Purpose and construction
9.4. Public stand post: Purpose, location and construction
9.5. Maintenance of water supply system
Laboratory/Practical:
Reference books:
Field Trip: Field visit of a water supply treatment plant, group presentation and submission of individual report (1 day)
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below.
Chapters |
Hours |
Marks Distribution* |
1 |
2 |
2 |
2 |
4 |
4 |
3 |
5 |
5 |
4 |
5 |
5 |
5 |
3 |
6 |
6 |
14 |
14 |
7 |
6 |
10 |
8 |
3 |
2 |
9 |
3 |
2 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: MS451
Year: III
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
1 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The objective of the course is to make students able to conduct simple economic studies. They will also be able to make evaluation of engineering projects and make decisions related to investment.
1.1. Origin of engineering economy
1.2. Principles of engineering economy 1.3. Role of engineers in decision making
1.4. Notation and cash flow diagram.
2.1. The elements of cost
2.2. Classification of cost: overhead cost, prime cost
2.3. Cost variance analysis
2.4. Job and process costing
3.1. Introduction
3.2. Simple interest
3.3. Compound interest (nominal interest rate, effective interest rate and continuous compounding)
3.4. Economic equivalence
3.5. Development of interest formulas
4.1. Determining minimum attractive rate of return (MARR).
4.2. Payback period method
4.3. Equivalent worth methods (present worth method, future worth method and annual worth method)
4.4. Rate of return methods (internal rate of return method and external rate of return method)
4.5. Benefit cost ratio method
4.6. Financial and economic analysis
5.1. Comparison of mutually exclusive alternatives having same useful life (payback period method and equivalent worth method, rate of return methods and benefit cost ratio method)
5.2. Comparison of mutually exclusive alternatives having different useful lives (repeatability assumption, coterminated assumption and capitalized worth method)
5.3. Comparing mutually exclusive, contingent and independent projects in combination.
6.1. Conventional cost/benefit ratio
6.2. Modified cost/benefit ratio
6.3. Break-even analysis
7.1. Introduction
7.2. Methods of describing project risks.
7.2.1. Sensitivity analysis
7.2.2. Scenario analysis
7.3. Projects operating under conditions of certainty and uncertainty
7.4. Decision tree and sequential investment decisions
8.1. Depreciation concept and terminology
8.2. Methods of depreciation (straight line method, declining balance method, sinking fund method, sum of the year digit method and modified accelerated cost recovery system (MACRS))
8.3. Introduction to income tax.
8.4. The effective corporate income tax rate.
8.5. General procedure for making after tax economic analysis.
9.1. Concept of inflation.
9.2. Measuring inflation
9.3. Equivalence calculation under inflation
9.4. Impact of inflation on economic evaluation
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below.
Chapters |
Hours |
Marks distribution* |
1 |
3 |
2 |
2 |
3 |
2 |
3 |
6 |
6 |
4 |
8 |
10 |
5 |
6 |
8 |
6 |
3 |
2 |
7 |
6 |
8 |
8 |
6 |
8 |
9 |
4 |
4 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: CE454
Year: III
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
4 |
1 |
2 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The basic objective of the course is to provide the student with the basic concepts and tools that can be used to determine the structure/ foundation/ soil interactions. The courses include a review of soil mechanics principles and deal with a variety of foundations and retaining walls. The course also emphasized the site exploration, the classic theories of earth pressure, and design of foundations.
1.1. Foundation engineering, importance and classification
1.2. General requirement
1.3. Factors influencing the choice of a foundation
1.4. Selection of the type
2.1. Introduction 2.2. Purpose, methods of exploration 2.3. Planning the sub-surface exploration 2.4. Borings for exploration 2.5. Soil sampling and soil samplers 2.6. Preservation, transportation and storage of samples 2.7. Penetration test (Standard penetration test, Static cone penetration test, Dynamic cone penetration test) |
|
2.8. Pressure meter tests, dialatometer test and in-situ vane shear test. 2.9. Observations of ground water table 2.10.Borehole logs 2.11.Site investigation reports
|
|
3.1. Introduction 3.2. Types of earth pressure 3.3. Effect of wall movement on earth pressure 3.4. Earth pressure at rest 3.5. Classical earth pressure theories 3.6. Rankine’s theory 3.7. Coulomb’s theory 3.8. Yielding of wall of limited height 3.9. Graphical solution for coulomb’s earth pressure 3.10.Trial wedge method for earth pressure
|
(10 hours) |
4.1. Introduction 4.2. Typing of sheeting and bracing system 4.3. Braced excavations 4.4. Earth pressure against bracings in cuts 4.5. Deep cuts in sand 4.6. Deep cut in saturated, soft to medium clays 4.7. Types of coffer dams and their uses 4.8. Design of braced coffer dams
|
(6 hours) |
5.1. Introduction 5.2. Proportioning of retaining walls 5.3. Stability of retaining walls 5.4. Common types of sheet piles and their uses 5.5. Design of cantilever and anchored sheet pile wall
|
(4 hours) |
6.1. Introduction 6.2. Principle modes of soil failure 6.3. Bearing capacity by classical earth pressure theory of Rankine |
(6 hours) |
6.4. Pauker and Bell‘s bearing capacity theory of failure
6.5. Prandtl’s theory of failure
6.6. Terzaghi’s method of determining bearing capacity of soil
6.7. Effect of water table on bearing capacity
6.8. Extension of Terzaghis bearing capacity theory
6.9. Introduction to recent bearing capacity theories
6.10. Bearing capacity from In-situ tests
6.11. Types of settlement and their relationships.
6.12. Limitations of the methods for predicting settlements
6.13. Allowable settlement and allowable bearing pressure
6.14. Steps involved in the proportion of footings
7.1. Common types of spread footing and their use 7.2. Depth of footing 7.3. Foundation loading 7.4. Principle of design of footing 7.5. Design of spread footing
|
(4 hours) |
8.1. Introduction 8.2. Types of mat foundation and their uses 8.3. Bearing capacity and settlement of mat foundations 8.4. Design of mat foundation in sand and clay
|
(4 hours) |
9.1. Introduction 9.2. Necessity of pile foundation 9.3. Types and uses of piles, advantages and disadvantages 9.4. Selection of pile type 9.5. Pile driving formula 9.6. Static pile load formulae 9.7. Load test on piles 9.8. Dynamics pile formulae 9.9. Pile capacity from in-situ tests. 9.10. Group action of piles 9.11. Negative skin friction 9.12. Laterally load piles 9.13. Piles subjected to uplift loads 9.14. Damage alignment and effect of pile driving
|
(6 hours) |
10.1. Introduction 10.2. Types of wells or caissons 10.3. Components of a well foundation 10.4. Shapes of wells 10.5. Depth of a well foundation 10.6. Forces acting on well foundation 10.7. Lateral stability of well foundation 10.8. Sinking of a well 10.9. Design of caissons
|
(6 hours) |
11.1. Introduction 11.2. Mechanical compaction. 11.3. Dynamic compaction. 11.4. Preloading 11.5. Sand compaction piles and stone columns 11.6. Soil stabilization by use of admixtures 11.7. Soil stabilization by injection of suitable grouts |
(4 hours) |
Laboratory/Practical:
One day observation tour of a site investigation projects and each student should prepare a brief report.
Reference books:
Evaluation Scheme:
The questions will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Mark Distribution* |
1 |
2 |
2 |
2 |
8 |
6 |
3 |
10 |
8 |
4 |
6 |
5 |
5 |
4 |
4 |
6 |
6 |
5 |
7 |
4 |
4 |
8 |
4 |
4 |
9 |
6 |
5 |
10 |
6 |
5 |
11 |
4 |
2 |
Total |
60 |
50 |
* There may be minor deviation in marks distribution.
COURSE CODE: CE455
Year: III
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The basic objective of the course is to provide knowledge about plan, survey and design the road as well as road development and its planning based on Nepalese context.
1.1. Introduction
1.2. Modes of transportation
1.3. Comparison between various modes of transportation
1.4. Historical development of roads and road construction in Nepal
1.5. Transport planning including objective of road planning, national network planning, urban road network planning and ring roads
1.6. Classification of roads (Nepal road standard)
2.1. Engineering survey and its stages (map study, reconnaissance, preliminary and detailed surveys)
2.2. Highway alignment
2.2.1. Introduction
2.2.2. Requirements of highway alignment
2.2.3. Factors controlling highway alignment
3.1. Introduction
3.2. Scope of geometric design
3.3. Basic design controls and criteria for design
3.4. Elements of cross-section
3.5. Elements of horizontal alignments
3.5.1. Definition and types of horizontal curve
3.5.2. Design of horizontal curves including night visibility consideration
3.5.3. Sight distance: Stopping sight distance, overtaking sight distance, set-back from obstructions
3.5.4. Super elevation
3.5.5. Extra widening
3.5.6. Transition curves: Definition and types of transition curve, design of transition curve
3.6. Elements of Vertical Alignment
3.6.1. Definition and types of gradient
3.6.2. Momentum grade
3.6.3. Grade compensation
3.6.4. Definition and types of vertical curve
3.6.5. Design of vertical summit curve
3.6.6. Design of vertical valley curve
3.6.7. Lowest and highest point of vertical curve
4.1. Introduction
4.2. Special consideration in hill road design (general consideration, route location in hills, gradient, different types of hill road cross sections, design and types of hair pin bends)
4.3. Special structures in hill road (retaining structures and its type, river training structures, land slide stabilization structures and gully control structures)
5.1. Introduction
5.2. Importance of highway drainage system
5.3. Causes of moisture variation in sub-grade soil
5.4. Surface drainage system
5.4.1. Road side drain and its type
5.4.2. Cross drainage structures (culverts and others)
5.4.3. Energy dissipating structure and its type
5.5. Subsurface drainage system
5.5.1. Drainage of infiltrated water
5.5.2. Control of seepage flow
5.5.3. Lowering of water table
5.5.4. Control of capillary rise
6.1. Introduction and classification of road materials
6.2. Sub-grade Soil (characteristics and properties)
6.3. Road aggregate
6.3.1. Definition and classification of road aggregates
6.3.2. Desirable properties of road aggregates
6.3.3. Tests on road aggregates and their significance
6.4. Bituminous road binders
6.4.1. Definition and classification of road binders
6.4.2. Liquid bitumen (cut-back bitumen and bitumen emulsion)
6.4.3. Tests on bituminous binders 6.5. Bituminous mixes
6.5.1. Definition and classification
6.5.2. Marshal method of bitumen mix design
Laboratory/Practical:
Reference books:
Evaluation Scheme:
The question will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below:
Chapters |
Hours |
Marks Distribution* |
1 |
4 |
5 |
2 |
4 |
5 |
3 |
18 |
20 |
4 |
5 |
5 |
5 |
4 |
5 |
6 |
10 |
10 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: CE456
Year: III
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The main objective of the course is to provide the student the basic knowledge of surface and ground water hydrology.
1.1. Definition, scope and importance of engineering hydrology
1.2. Hydrological cycle and hydrological system model
1.3. Earth water and water budget
1.4. Development of hydro-meteorological study in Nepal
2.1. Causes, forms and types of precipitation
2.2. Measurement of rainfall (types and adequacy of rain gauges)
2.3. Snow fall and its measurements
2.4. Estimation of missing rainfall data
2.5. Double mass curve method for adjustment
2.6. Presentation of rainfall data
2.7. Estimation of mean rainfall over an area
2.8. Development of intensity - duration - frequency (IDF) curve and equation
2.9. Depth-area-duration (DAD) curve
2.10. Initial hydrological losses
2.11. Evaporation process
2.11.1. Meteorological parameters (radiation, temperature, vapor pressure, humidity, wind)
2.11.2. Energy budget methods and mass transfer approach (Dalton’s law)
2.11.3. Evaporimeters
2.12. Evapotranspiration
2.12.1. Actual evapotranspiration and lysimeters
2.12.2. Potential evapotranspiration (Penman’s equation)
2.13. Infiltration
2.13.1. Horton’s equation
2.13.2. Infiltration indices (Ф and W)
2.13.3. Infiltrometers
2.13.4. Factors affecting infiltration rates and capacity
3.1. Drainage basins and its quantitative characteristics
3.2. Runoff cycle
3.3. Factors affecting runoff from a catchment
3.4. Rainfall - runoff relationship
3.5. Stream gauging (selection of sites, types of gauges and measurement)
3.6. Stream flow measurement by velocity area method (current meters, floats and velocity rods)
3.7. Slope area method of computing discharge
3.8. Development of rating curve and its uses
3.9. Estimation of monthly flows from rainfall
4.1. Components of a hydrograph
4.2. Separation of base flow
4.3. Unit hydrographs, their uses and limitations
4.4. Derivation of unit hydrographs from isolated and complex storms
4.5. Peak flow estimation using empirical methods
4.6. The rational method and its limitation
5.1. Definition and causes of floods
5.2. Design flood and its frequency
5.3. Statistical methods of flood prediction
5.3.1. Continuous probability distribution
5.3.2. Return period, frequency and risk
5.3.3. Plotting positions, frequency factors
5.3.4. Log pearson III method
5.3.5. Gumbel’s extreme value type I method
5.4. Flood prediction by rational and empirical methods
5.5. Hydro-geomorphological characteristics of rivers
5.6. Methods of mitigating floods
5.7. Flood routing: Linear reservoir routing, time area method, clark unit hydrograph
6.1. Occurrence and distribution of ground water aquifers
6.2. Wells and their types
6.3. Device for testing of wells
6.4. Role of ground water for irrigation development
6.5. Recharge of ground water
Practical:
Field Visit: Field visit at hydrological and meteorological station (1 day)
Reference books:
Evaluation Scheme:
The questions will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below
Chapter |
Hours |
Marks Distribution* |
1 |
2 |
2 |
2 |
15 |
15 |
3 |
8 |
8 |
4 |
8 |
10 |
5 |
8 |
10 |
6 |
4 |
5 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
B.E. (CIVIL) THIRD YEAR DETAIL SYLLABUS (SECOND SEMESTER)
COURSE CODE: CE461
Year: III
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
4 |
- |
2 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The main objective of the course is to provide basic concepts for the design of simple structural members of steel and timber. After completing of this course, the students will be able to design various joints, compression members, columns, beams and roof trusses. These course emphases limit state design for steel and timber structures.
1.1. Introduction and types of structural steels
1.2. Structural steel and classification of steel sections
1.3. Method of analysis and design
1.4. Design process and basis for design
1.5. Advantages and disadvantages of steel structures
2.1. Basic assumptions in working stress design
2.2. Service load and permissible stresses
2.3. Design in tension, compression, bending and shear (simple example)
3.1. Safety and service ability requirements of structure
3.2. Different limit states for steel design
3.3. Design strength of materials and design loads
3.4. Limit state of strength
3.5. Limit state of serviceability
4.1. Types of connections
4.2. Welded connections
4.2.1. Welds and welding
4.2.2. Design of simple welded connections
4.2.3. Design of eccentric welded connections
4.3. Bolted connections
4.3.1. Bolts and bolting
4.3.2. Design of simple bolted connections
4.3.3. Design of eccentric bolted connections
4.4. Introduction to riveted connection
4.5. Failure of a riveted connection
5.1. Introduction
5.2. Types of tension members
5.3. Net sectional area of tension member
5.4. Design of axially loaded tension member
5.5. Design of angle, tee, and tubular sections.
5.6. Tension splice
6.1. Introduction and types of compression member
6.2. Effective length
6.3. Design of column of simple and built-up section
6.4. Design of lateral bracing of compression member
6.5. Design of eccentrically loaded column
6.6. Design of column bases
6.7. Axially loaded column bases
6.8. Eccentrically loaded column bases
6.9. Design of column splices
7.1. Introduction and types of beams
7.2. Beams under transverse and axial loading
7.3. Different stresses and deflection limitations
7.4. Design of simple beam
7.5. Design of built-up beam
7.6. Design of laterally supported and unsupported beams
7.7. Design for bending, shear, deflection and lateral stability
7.8. Design of bearing plate and cover plate
7.9. Design of web and flange splice
7.10. Design of rivets/ bolts connecting cover plates with flanges
8.1. Elements of plate girder
8.2. Economic depth and self-weight of plate girder
8.3. Design of web and flanges
8.4. Curtailment of flanges plates
8.5. Design of web stiffeners, web splice and flange splice
8.6. Design of riveted connections
9.1. Types of roof truss and components of roof truss
9.2. Loads on roof truss
9.3. Calculation of gravity and wind loads as per code and distribution to joints
9.4. Design of roof components
10.1. Introduction to timber structures
10.2. Advantages and disadvantages of timber structures
10.3. Structural timber and factors affecting the strength of timber
10.4. Design methods and basis for design
11.1. Design of compression members
11.2. Design of flexure member
12.1. Types of joints
12.2. Design of bolted joints
12.3. Design of nailed joints
Reference books:
Evaluation scheme:
The questions will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks Distribution* |
1 |
2 |
2 |
2 |
3 |
2 |
3 |
2 |
3 |
4 |
8 |
6 |
5 |
4 |
4 |
6 |
8 |
6 |
7 |
10 |
8 |
8 |
5 |
4 |
9 |
4 |
4 |
10 |
6 |
4 |
11 |
6 |
5 |
12 |
2 |
2 |
Total |
60 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: CE462
Year: III
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The basic objective of the course is to provide the knowledge about design, construct, supervise, repair and maintain the roads as well as familiar with traffic design, control and operation.
1.1. Introduction to traffic engineering and its scope interrelationships between human/machinery/environmental elements
1.2. Impact of human and vehicular characteristics on traffic planning
1.3. Traffic operations and regulations covering driver control and vehicle control
1.4. Traffic control devices: Signs, signals, road making and traffic islands
2.1. Traffic volume and speed studies
2.2. Traffic flow characteristics studies
2.3. Origin and destination studies
2.4. Traffic flow and capacity studies
2.5. Parking studies and design of parking facilities
2.6. Accident study and analysis
3.1. Basic requirements of intersections
3.2. Types of intersections and their configuration
3.3. Channelized and un-channelized intersections
3.4. Choice of traffic control devices for intersection
3.5. Design of intersection approaches for one-way and two-way streets
3.6. Design of intersections for rural roads
4.1. Importance of road lighting
4.2. Factors influencing night visibility
4.3. Requirements of level of illumination in roads
4.4. Design of the lighting system (selection of height of lamps, spacing between light poles, height and overhang of light poles, lateral placement and Light layouts.)
5.1. Definition and types of pavements
5.2. Differences between flexible and rigid pavement structures
5.3. Loads and other factors controlling pavement
5.4. Design methods for flexible pavements
5.5. Details of the asphalt institute method of design of flexible pavements
5.6. Design methods for rigid pavements and Westergaard's theory
5.7. Stresses due to load, temperature differential and subgrade friction
5.8. Details of the IRC method of design of rigid pavements for highways
6.1. Activities and techniques used in road construction
6.2. Tools, equipment and plants used in road construction
6.3. Preparation of road bed (excavation, fill, compaction, soil stabilization, etc.)
6.4. Construction of asphalt concrete layers, including prime coats, tack coats and seal coats
6.5. Construction procedure of grouted or penetration macadam
6.6. Construction procedure of bituminous bound macadam
6.7. Construction procedure of plain concrete pavements
6.8. Construction of surface dressing
7.1. Classification of maintenance activities for road pavement and road facilities
7.2. Inspection, prioritization and planning of maintenance operations
7.3. Evaluation of pavement distress and pavement condition
7.4. Types of road failure and its causes
7.5. Types and methods of pavement repair
7.6. Types of overlays and strengthening of existing pavements
8.1. Choice of location of bridge site
8.2. Classification of bridges and component parts of a bridge
8.3. Hydraulic analysis of bridges
8.4. River bank and protection structures
8.5. Types of roads and railway tunnels
8.6. Component parts of tunnels and tunnel cross-section
8.7. Survey for tunnel alignment
8.8. Drainage, lighting and ventilation requirements for tunnels
8.9. Methods of tunnelling in firm, soft and rock soils
8.10. Tunnel lining
Laboratory/Practical:
Reference books:
Evaluation Scheme:
The question will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below:
Chapters |
Hours |
Marks Distribution* |
1 |
3 |
5 |
2 |
4 |
5 |
3 |
6 |
6 |
4 |
2 |
4 |
5 |
10 |
10 |
6 |
8 |
8 |
7 |
6 |
6 |
8 |
6 |
6 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: CE463
Year: III
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
2 |
50 |
- |
50 |
- |
125 |
|
Course objective: This course is aimed at training the students specific engineering design consideration for canal irrigation, their operation, maintenance and management with environmental balance and farmer participation in the hills of Nepal. After the completion of the course the student will confidently design the canal and micro irrigation project in the remote Hilly and Terai areas of Nepal.
1.1 Definition advantages and disadvantages of irrigation
1.2 Status and need of irrigation development in Nepal
1.3 Characteristics of Hill irrigation system
1.4 Need potentiality and types of irrigation development in the hills of Nepal.
1.5 Crops their seasons and Periods (Cropping pattern and their intensity)
1.6 Commanded area and Irrigation Intensity
1.7 Method of field irrigation and their suitability
1.8 Planning of irrigation Projects
2.1 Relation between Duty, Delta and Crop Period
2.2 Crop Water Requirements (Penman's method)
2.3 Operation water requirements
2.4 Water losses due to seepage and irrigation
2.5 Effective rainfall
2.6 Irrigation water requirements
2.7 Soil moisture Irrigation relationship
2.8 Depth and Frequency of Irrigation
2.9 Irrigation efficiencies
2.10 Design discharges for canal
3.1 Classification of canals
3.2 Components of canal irrigation system
3.3 Alignments of canals
3.4 Alluvial and Non-alluvial canal
3.5 Canal standard and balancing canal depths
3.6 Canal distribution system
4.1 Design capacity of canals
4.2 Sediment transport in canals
4.3 Tractive force approach for canal design
4.4 Design of stable canals
4.5 Design of alluvial canal and lined canal (Kennedy theory and lacey theory)
5.1 Components parts of weir /barrage detailed drawing
5.2 Bligh lane and Khosla theory
5.3 Design of sloping glacis weir bay (crest length and thickness of impervious floor)
5.4 Design of under sluice and silt excluder
5.5 Design of silt ejector
5.6 Design of head regulator (crest length and thickness of impervious floor)
6.1 Alignment of the off taking channels
6.2 Function of Head regulator, cross regulator, outlet, drop and canal escapes
6.3 Design of regulators and escapes (crest length and thickness of impervious floor)
6.4 Types of outlets, design of pipe outlets
6.5 Types of drops, design of vertical drops (crest length and thickness of impervious floor)
7.1 Cause effects and preventive measures of water logging
7.2 Water logging and drainage of irrigated land
7.3 Surface drainage system and their design
7.4 Subsurface drainage system and their design
8.1 Advantage and suitability of sprinkler for hill irrigation
8.2 Limitation and disadvantages of sprinkler irrigation
8.3 Types and components of sprinkler system
8.4 Design approach and selection of sprinklers
8.5 Operation and maintenance of sprinkler system
9.1 Advantage and suitability of drip for hill irrigation
9.2 Limitation and disadvantage of drip irrigation
9.3 Types and components of drip system
9.4 Design approach and selection of drips
9.5 Design of a portable drip system
9.6 Operation and maintenance of drip system
10.1.General irrigation system planning
10.2.Organization and irrigation management
10.3.Operation and maintenance of irrigation systems
10.4.Institutional aspects of irrigation system management
10.5.Introduction to water resource act and customary act
Field visit and practical
Reference book:
Evaluation scheme
The question will cover all the subject of the syllabus. The evaluation scheme will be indicated as shown in table below Marks distribution
Chapters |
Hours |
Marks Distribution |
1 |
4 |
4 |
2 |
4 |
5 |
3 |
4 |
5 |
4 |
6 |
8 |
5 |
8 |
8 |
6 |
5 |
8 |
7 |
5 |
3 |
8 |
3 |
3 |
9 |
3 |
3 |
10 |
3 |
3 |
Total |
45 |
50 marks |
*There may be minor variation in marks distribution.
COURSE CODE: CE464
Year: III
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The basic objective of the course is to provide the knowledge of the sewerage system, sludge treatment and its disposal.
1.1. Sanitation engineering definition
1.2. Principles of sanitation
1.3. Importance of wastewater managements
1.4. Wastewater management methods; Collection, conveyance, treatment and disposal
1.5. Objectives of sewage disposal
1.6. Sanitation systems: Conservancy system and water carriage system with merits and demerits
1.7. Types of sewerage system: Separate, combined and partially separate systems
1.8. Development of wastewater treatment system in Nepal
2.1. Dry weather flow and wet weather flow
2.2. Variation in rate of sewage
2.3. Sources of sanitary sewage
2.4. Factors affecting quantity of sanitary sewage
2.5. Determination of quantity of sanitary sewage
2.6. Determination of quantity of storm water (rational method and its limitation)
3.1. Design criteria of sewers
3.2. Shapes of sewers: Circular and non-circular sections with merits and demerits
3.3. Sewer Materials: Requirements, types of sewer materials
3.4. Design of the sewers for separate and combined systems
3.5. Construction of sewers: Planning, setting out, alignment and gradient, excavation of trench, timbering of trench, dewatering of trench, laying and jointing, testing of sewer, and backfilling of trench
4.1. Necessity of sewer appurtenances
4.2. Construction of sewer appurtenances
4.2.1. Manhole
4.2.2. Drop manhole
4.2.3. Lamphole
4.2.4. Street inlets
4.2.5. Catch basin
4.2.6. Flushing device
4.2.7. Sand, grease and oil traps
4.2.8. Inverted siphon
4.2.9. Sewer outlet
4.2.10. Ventilating shaft
5.1. Constituents of sewage
5.2. Properties of sewage: Physical, chemical and biological properties
5.3. Cycle of decomposition
5.4. Characteristics of wastewater: Physical characteristics, chemical characteristics, biological characteristics
5.5. Sampling of wastewater: Grab and composite samples
5.6. Preservation and storing
5.7. Biochemical oxygen demand (BOD) and Chemical oxygen demand (COD)
5.8. Examination of wastewater (volatile, fixed and total solids, settleable and non-settleable solids, DO, pH-value,
COD)
5.9. Necessity of wastewater examination
6.1. Necessity and objectives of wastewater disposal
6.2. Wastewater disposal methods; Dilution and land treatment
6.3. Self-purification of rivers/streams
6.4. Factors affecting self-purification
6.5. Oxygen sag curve
6.6. Streeter Phelp's equation (derivation not required)
6.7. Wastewater disposal by land treatment
6.7.1. Suitability of land treatment
6.7.2. Methods of land treatment
6.7.3. Broad irrigation and sewage farming
6.7.4. Methods of application of sewage on land
6.7.5. Sewage sickness and its prevention
7.1. Objectives of wastewater treatment
7.2. Treatment process types and impurity removal
7.3. Primary treatment process: Racks and screens, skimming tank, grit chamber, sedimentation, chemical precipitation
7.4. Biological (secondary) treatment processes and types
7.5. Principles of biological treatment: Attached and suspended growth processes
7.6. Sewage filtration: filter types (intermittent sand filter, contact bed, trickling)
7.7. Activated sludge process: Theory, design, aeration methods
7.8. Oxidation ponds: Functions, theory and design
8.1. Sources of sludge and necessity of sludge treatment
8.2. Characteristics of sludge
8.3. Sludge thickening and concentration
8.4. Sludge treatment methods: Grinding and blending, thickening, digestion, dewatering, drying, composting/ incineration/ final disposal
8.5. Method of sludge disposal
9.1. On site sanitation; Definition and types
9.2. Privies: Pit privy, ventilated improved pit (VIP) latrine and pour flush latrine
9.3. Septic tank; Purpose, construction, design criteria, working and maintenance
9.4. Disposal of septic tank effluent: Drain field, soak pit, evapotranspiration mound, leaching cesspool
10.1. Characteristic of solid waste
10.2. Quantity of solid waste
10.3. Collection and transportation of solid waste
10.4. Solid waste disposal methods
10.4.1. Dumping
10.4.2. Sanitary landfill
10.4.3. Incineration
10.4.4. Composting
Reference books:
Field Trip: Field visit of a wastewater treatment plant, group presentation and submission of individual report
Evaluation Scheme:
The questions will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below
Chapters |
Hours |
Marks Distribution* |
1 |
2 |
2 |
2 |
4 |
2 |
3 |
4 |
5 |
4 |
3 |
3 |
5 |
5 |
5 |
6 |
6 |
5 |
7 |
12 |
16 |
8 |
4 |
5 |
9 |
3 |
5 |
10 |
2 |
2 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: MS461
Year: III
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
1 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The objective of the course is to provide the students with fundamental concepts of initiating, planning, scheduling, implementation, and controlling projects.
1.1. Project definition
1.2. Setting project objectives and goals
1.3. Project phases, project life cycle
2.1. Concept of project appraisal
2.2. Types and preparation of project proposal (financial and technical)
2.3. Project formulation techniques (feasibility, cost benefit , input and environmental analysis)
3.1. Project planning process
3.2. Work break down structure
3.3. Project scheduling with bar chart, CPM, PERT
3.4. Project scheduling with limited resource
3.5. Introduction to planning software (MS Project)
4.1. Introduction to monitoring, evaluation and controlling
4.2. Project control cycle
4.3. Elements of project control
4.4. Feedback control systems
4.5. Cost control
4.6. Project quality control
4.7. Introduction to project management information systems
5.1. Capital planning procedures
5.2. Preparation of operating budgets
5.3. Fixed and flexible budgets
5.4. Introduction to budgetary control
6.1. Introduction to project risk and its types
6.2. Analysis of major sources of risks
6.3. Impact analysis (social, environmental and economic)
6.4. Effective management of project risk
6.5. Management and identification of risk
6.6. Risk monitoring and controlling
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below.
Chapters |
Hours |
Marks distribution |
1 |
4 |
4 |
2 |
5 |
6 |
3 |
15 |
16 |
4 |
8 |
10 |
5 |
6 |
6 |
6 |
7 |
8 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
ELECTIVE I
COURSE CODE: CE46*
Year: III
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
- |
100 |
|
Selection of Electives I:
The main purpose of elective courses is to equip undergraduate students with specialized knowledge and skill on anyone of the main streams of civil engineering:
i. Structural Engineering (CE466)ii. Environmental Impact Assessment (CE467)iii. Low Volume Road Engineering (CE468) iv. Advanced Structural Analysis (CE469)
The detail of course content, accepted by the subject committee will be presented to the students before the commencement of the course.
COURSE CODE: CE465
Year: III
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
2 |
- |
- |
25 |
- |
25 |
- |
50 |
|
Course Objective: The objective of the course is to introduce the ethical and legal environmental in which engineering is practiced and their role in the society.
1.1. Man technology and society
1.2. Impacts and consequences of technology on society: effects of major technological development such as printing, gunpowder, mechanization, computers, organic chemistry, communication satellites
1.3. Cultural motivations and limitations,
1.4. Eastern vs western philosophy of change and development
1.5. Political and social limitations
1.6. Individual freedoms vs societal goals
1.7. Engineering practices in Nepal
2.1. Perspective on morals, ethics and professionalism
2.2. Codes of ethics and guidelines for professional engineering practice
2.3. Moral dilemma and ethical decision making
2.4. Relationship of the engineering profession to basic science and technology; relationship to other professions
2.5. Duties of an engineer
2.6. Liability and Negligence
3.1. Public sectors practice
3.2. Private sector practice
3.3. General job descriptions of engineers working in public and private sectors
4.1. Introduction to Nepal Engineering Council and Nepal Engineering Association
4.2. Nepal Engineering Council Act
4.3. Labor law
4.4. Intellectual property right
4.5. Building codes and bylaws
4.6. Company registrations
5.1. Types of contracts
5.2. Tendering procedure
5.3. Contract documents/ Agreements
6.1. Globalization and cross cultural issues
6.2. Public private partnership
6.3. Safety, risk and benefit analysis
6.4. Conflict and dispute management
7.1. Asian countries
7.2. The USSR and Eastern Europe
7.3. Western Europe
7.4. North America
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below.
Chapters |
Hours |
Marks distribution |
1 |
4 |
4 |
2 |
3 |
2 |
3& 4 |
8 |
5 |
5 |
5 |
5 |
6 & 7 |
4 |
3 |
8 |
6 |
6 |
Total |
30 |
25 |
* There may be minor variation in marks distribution
B.E. (CIVIL) FOURTH YEAR DETAIL SYLLABUS (FIRST SEMESTER)
COURSE CODE: CE 471
Year: IV
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
0 |
4 |
0 |
|
50 |
- |
50 |
- |
|
Course Objective: The objective of the project work is to equip the students with skills required to synthesize comprehensively the knowledge gained during the course of study for a practical application of civil engineering discipline in real life. Under the supervision and guidance of member/members of faculty each student is required to carry out an individual or group project which provides opportunities for tackling problem to civil engineering and is required to submit a project report.
The choice of project will depend upon the interest of student/students, faculty and the facilities available in the campus. A project may involve:
The project work is defined into two parts, viz. Project I and Project II. In Project I students are required to complete following works for aforementioned categories of project works:
1.1. Background
1.2. Project Description
1.3. Study Area
1.4. Literature Review/Guidelines etc.
1.5. Methodology
1.6. Field data collection and plotting
2.1. Background
2.2. Need of the Research
2.3. Objectives and scope of the work
2.4. Literature Review
2.5. Area of Study
2.6. Methodology
2.7. Data Collection and Compilation
3.1. Background
3.2. Objectives and Scope of the Work
3.3. Literature Review
3.4. Current State of Technology and Need of the Research
3.5. Experimental Setup
3.6. Methodology
3.7. Data Collection and Compilation
At the initial phase, the faculty may conduct a number of lectures and discussions as to the approach of the project. In the later phase, the student will be left on his/their won to pursue his/their work and to consult the faculty whenever any problem crops up. The student/s should then submit a draft report, prior to the final report, so that the supervisor can review the work, and correct the mistakes, if necessary. The final draft of the report of the report shall be submitted to the Head of Department in duplicate.
COURSE CODE: CE472
Year: IV
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
2 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The basic objective of the course is to make students able to design independently various components of hydropower system with proper use of hydraulic.
1.1. Definition, advantage and disadvantage of hydropower
1.2. Power situation in Nepal and world (historical background, thermal, water and electrical power, and their development)
1.3. Sources of hydropower potential(surface flow, ground water and oceans, technical and economical potentials) 1.4. Hydropower potential of Nepal
1.5. Hydropower plants (types and classification based on energy, storage capacity and head)
2.1. Stages of hydropower development
2.2. Requirements for hydropower (flow duration curves, mass curves of flow and their uses, energy flow diagram, gross and net head, power estimation, its demand and prediction
2.3. Reservoir regulation: peak and normal flow discharges, distribution of sediments and their control, life of reservoirs
2.4. Layout of hydropower projects
3.1. Primary and secondary power
3.2. Plant and installed capacity
3.3. Mean and peak load,
3.4. Load curve, load capacity, utilization and diversity factors
3.5. Power variation(daily, weekly, monthly and annual variations or power)
3.6. Power grid and its components
4.1. Dams classification based on function and head
4.2. Materials use for dams
4.3. Site selection for dams.
4.4. Foundation treatment (types of grouting and their necessity; remedies against piping and exit gradient)
4.5. Design of concrete gravity and earthen dam
5.1. Intake (importance, location, types and its design)
5.2. Hydraulic tunnels (rock pressure, hardness coefficient of rocks, pressure and non-pressure tunnels, their types and design, design of tunnel lining)
5.3. Settling basin (settling velocity, horizontal velocity, lifting velocity, types of settling basin and its location, components of basin and their designs)
5.4. Forebay and surge tanks (importance, location, condition of their application, and design of forebay) 5.5. Water hammer
5.6. Penstock and its classification
5.7. Sizing of penstock (thickness, diameter and economic diameter)
6.1. Spillway and its types
6.2. Design of spillway
6.3. Cavitation and erosions due to cavitation
6.4. Energy dissipaters and its types
6.5. Design of stilling basin
7.1. Hydro-mechanical installation in powerhouse
7.2. Types of turbines and their performance characteristics
7.3. Selection of turbines and their specific speed
7.4. Draft tube, scroll case, tailrace canal and their importance.
7.5. Design of turbines (Francis and Pelton)
7.6. Pumps (Centrifugal, reciprocating and their performance characteristics, selection and starting speed)
7.7. Generators and their types
7.8. Purpose and working principle of governors
8.1. Classification of powerhouse
8.2. General arrangement
8.3. Dimensions of powerhouse
Laboratory/Practical:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below
Chapters |
Lecture Hours |
Marks Distribution* |
1 |
3 |
4 |
2 |
4 |
5 |
3 |
6 |
6 |
4 |
8 |
10 |
5 |
10 |
10 |
6 |
6 |
6 |
7 |
6 |
6 |
8 |
2 |
3 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: MS471
Year: IV
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
1 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The objective of the course is to provide students the knowledge on the management and execution of the construction and maintenance works.
1.1. Scope and necessity of construction management
1.2. Construction project characteristics
1.3. Construction project management
1.4. Construction execution methods
2.1. Purpose of specifications
2.2. Types of specifications: general and detailed specifications
2.3. Specification writing - techniques, use of international and local standards, code of practice
2.4. Importance of specifications
3.1. Method of execution of work
3.2. Types of contract
3.3. Tender and tender notice
3.4. Tender guarantee
3.5. Preparation before inviting tender
3.6. Contractor's pre-qualification
3.7. Evaluation of tenders and selection of contractor
3.8. Contract acceptance
3.9. Conditions of contract
3.10. Responsibility of site engineer
3.11. Supervising work of a contractor
3.12. Site order book
3.13. Procedure to prepare bills
3.14. Measurement book
3.15. Muster roll
3.16. Relation between owner, contractor and consultants
4.1. Advantages and disadvantages of using equipments
4.2. Equipment for excavation, fill, transportation and compaction
4.3. Aggregate handling and concrete construction equipment
4.4. Equipment for construction of pipes and cassions
4.5. Cranes for lifting materials and parts
4.6. Equipment for tunnel construction
4.7. Equipment for hydraulic construction
4.8. Equipment for highway and pavement construction
4.9. Selection of appropriate equipment
5.1. Site surveying and preparation
5.2. Arrangement of facilities and job layouts
5.3. Selection of personnel
5.4. Selection of construction plant and equipment
5.5. Material handling system
5.6. Construction scheduling: network techniques and barcharts
5.7. Use of C.P.M. and PERT for planning, scheduling and controlling of construction works
5.8. Procurement procedure for materials
5.9. Finance management
5.10. Cash flows and financial accounting
5.11. Cost analysis and control
5.12. Time-cost trade off
6.1. Safety regulations
6.2. Workman's compensation board
6.3. Fire regulations and Insurance
6.4. Environment concerns and protection of the environment
6.5. Building codes and quality control
7.1. Modern safety concept
7.2. Accidents/ causes of accidents
7.3. Prevention of accidents
7.4. Managing safety
7.5. Contract condition on safety
7.6. Cost of safety economy
8.1. Importance of maintenance
8.2. Maintenance types: routine, minor, major, schedules, non-schedules and diagnostic
8.3. Planning and scheduling of maintenance
8.4. Estimating maintenance cost
8.5. Management of maintenance and its financing
9.1. Management principles: administration and organization principles
9.2. Centralization and decentralization
9.3. Supervisory and leadership styles
9.4. Importance of communication
9.5. Information systems for decisions
9.6. Motivating and directing: human elements, evaluation and merit rating
9.7. Personnel selection, testing and training
9.8. Trade unions and relation with management
10.1. Importance of record keeping for construction and maintenance
10.2. Control of changes during construction or maintenance
10.3. Importance of receipts in calculating taxes
10.4. Accounting statements: balance sheets, profit and losses
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below.
Chapters |
Hours |
Marks distribution |
1 |
2 |
2 |
2 |
4 |
5 |
3 |
7 |
6 |
4 |
8 |
8 |
5 |
6 |
6 |
6 |
3 |
4 |
7 |
3 |
4 |
8 |
4 |
5 |
9 |
5 |
5 |
10 |
3 |
5 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: CE473
Year: IV
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
2 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The basic objective of the course is to provide the students basic knowledge of estimating, costing and valuation of building and civil engineering works. After completing this course the students will be able to analyze the rates of various civil construction activities.
1.1. Purpose of estimating
1.2. System of units
1.3. Units of measurement and payments for items of work and materials
1.4. Requirement of estimating
1.5. Method of estimating
1.6. Methods of measurements of building and civil engineering works
1.7. Subheads of various items of work
1.8. Various methods of taking out quantities: centre line method, long and short wall method, crossing method 1.9. Abstracting bills of quantities
1.10. Preparation of detail estimation: Cost of items, contingencies work, charged establishment
2.1. Approximate estimates
2.2. Detailed estimates
2.3. Revised estimates
2.4. Supplementary estimates
2.5. Annual repair or annual maintenance estimates
2.6. Extension and improvement estimates
2.7. Complete estimates
2.8. Split up of cost of building works
3.1. Introduction
3.2. Purposes of rate analysis
3.3. Importance of rate analysis
3.4. Requirements of rate analysis
3.5. Factors affecting the rate analysis
3.6. Procedure of rate analysis: for building works, for sanitary and water supply works, for road work, for irrigation works, for suspension bridge works
4.1. Estimate for a single room building
4.2. Estimate for a two room building
4.3. Estimate of earth work in road construction in plain and hilly area
4.4. Estimate of earth work in canal
4.5. Estimate for construction of highways for 500 m length
4.6. Estimate of an aqueduct
4.7. Estimate of R.C.C. slab culvert
4.8. Estimate of R.C.C. T-Beam decking
4.9. Estimate of septic tank and soak pit
4.10. Estimate of underground R.C.C water tank
4.11. Estimate of well foundation
4.12. Estimate of a residential toilet
5.1. Introduction
5.2. Purpose of valuation
5.3. Principles of valuation
5.4. Terms used in valuation
5.5. Methods of determining value of property
5.6. Methods of valuation report writing
Tutorial:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below.
Chapters |
Hours |
Marks Distribution |
1 |
6 |
6 |
2 |
3 |
4 |
3 |
10 |
12 |
4 |
20 |
20 |
5 |
6 |
8 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
ELECTIVE II/ ELECTIVE III
COURSE CODE: CE47*
Year: IV
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
2 |
50 |
- |
50 |
- |
100 |
|
Selection of Electives II/Elective III:
The main purpose of elective courses is to equip undergraduate students with specialized knowledge and skill on anyone of the five main streams of civil engineering:
i. Geographic Information System ii. Airport and Railway Engineeringiii. Earthquake Engineeringiv. Solid Waste Management
v. Design of Reinforced Concrete Bridge
The detail of course content, accepted by the subject committee will be presented to the students before the commencement of the course.
COURSE CODE: CE474
Year: IV
Semester: I
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
4 |
1.5 |
2 |
50 |
- |
50 |
25 |
125 |
|
Course Objective: The basic objective of the course is to make students able to design simple reinforced concrete structures. These course emphases limit state design for beam, slab, column and footing.
1.1. Limitations of use of plain concrete
1.2. Steel reinforcement and the concept of reinforced concrete
1.3. Characteristic strength and loads
1.4. Design methods of reinforced concrete structures
2.1. Basic assumption, working load and permissible stresses in concrete and steel
2.2. Behavior of beam under loading
2.3. Modular ratio
2.4. Design of singly reinforced rectangular sections
2.5. Balanced, over-reinforced and under reinforced Sections (introduction)
3.1. Strength and serviceability requirements
3.2. Idealized stress-strain diagram of concrete and steel
3.3. Characteristic strength of materials and safety factors
3.4. Characteristic loads and their safety factors
3.5. Limit state of collapse in compression, shear and torsion
3.6. Limit state of serviceability in deflection and cracking
3.7. Design of singly reinforced concrete beam
3.8. Design of doubly reinforced concrete beam (rectangular and flanged)
3.9. Design of slab (one-way and two-way)
3.10. Design of axially and eccentrically loaded columns
3.11. Design of isolated footing for columns
3.12. Design of combined footings
3.13. Design of raft and pile foundation
3.14. Design of staircases
4.1. Codal provisions for reinforcement detailing
4.2. Curtailment of reinforcement
4.3. Spacing of reinforcement and concrete cover
4.4. Reinforcement splices
4.5. Anchorage
4.6. Minimum and maximum reinforcement in beams, slabs, columns, etc.
4.7. Minimum and maximum sizes of reinforcing bars
4.8. Details of reinforcement in columns
4.9. Bar bending schedule
4.10. Details of beam/column connections
5.1. Introduction (earthquake records, plate tectonics, seismic waves, faults, earthquake magnitude and intensity)
5.2. Introduction to earthquake resisting performance expectations including dashpot system
5.3. Philosophy of design of structures in earthquake prone region
5.4. Ductility requirement for beam, column and joints
5.5. Liquefaction
5.6. The importance and implications of structural regularity
6.1. Materials used and their properties
6.2. Prestressing systems and anchorages
6.3. Loss of prestressing stress due to tendon friction
6.4. Analysis and design of section in flexure
6.5. Cable layouts, camber and deflections
6.6. Introduction to the load balancing concept
Laboratory/Practical:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below
Chapters |
Lecture Hours |
Marks Distribution* |
1 |
3 |
2 |
2 |
8 |
8 |
3 |
25 |
20 |
4 |
5 |
4 |
5 |
9 |
8 |
6 |
10 |
8 |
Total |
60 |
50 |
* There may be minor variation in marks distribution
B.E. (CIVIL) FOURTH YEAR DETAIL SYLLABUS (SECOND SEMESTER)
COURSE CODE: CE481
Year: IV
Semester: II
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
0 |
6 |
0 |
- |
50 |
- |
50 |
- |
|
Course Objective: Civil Engineering Project II is the continuation of Civil Engineering Project I. In Project II, students are required to complete following works in carry-over of the Project I falling under different categories of project works:
1.1. Design of the System and their Alternatives
1.2. Detail Drawings
1.3. Cost Estimation
1.4. Economic and Financial Analysis
1.5. References
2.1. Model Formation
2.2. Model Application
2.3. Results and Discussions
2.4. Larger Implications
2.5. Conclusion and Recommendations
2.6. References
3.1. Formulation of Hypothesis
3.2. Analysis of Results and Model Application
3.3. Results and Discussions
3.4. Larger Implications
3.5. Conclusion and Recommendations
3.6. References
At the initial phase, the faculty may conduct a number of lectures and discussions as to the approach of the project. In the later phase, the student will be left on his/their won to pursue his/their work and to consult the faculty whenever any problem crops up. The student should then compile both the works of Civil Engineering Project I and II and submit a draft report, prior to the final report, so that the supervisor can review the work, and correct the mistakes, if necessary. The final draft of the report of the report shall be submitted to the Head of Department in duplicate.
COURSE CODE: CE482
Year: IV
Semester: II
Duration |
Examination Scheme |
Total Marks |
Remarks |
|||
Final |
Internal Assessments |
|||||
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
|||
3 Months |
- |
50 |
- |
50 |
150 |
|
Course Objective: Internship in Civil Engineering is solely designed to provide students with the on-site working experience in various sectors of Civil Engineering. Each student is required to work a period of 3 months in an industry or an organization or in a research institute where he/she will have the opportunity to experience job training.
Before commencing the internship, the student should submit a formal proposal to the Head of Department. Internship should be accepted and the organization in the student wants to pursue his/her internship should be approved by the Department Head.
Students are to work in the direction, management, and guidance of the organization of their choice. Student progress and quality of work is determined and reported by the organization. University faculty will make at-least one random on-site visit of the organization to determine the quality of work and the level of service offered by the student.
Duration of Internship: The duration of the internship shall in no case be less than 3 months.
Evaluation Process:
APPENDIX (ELECTIVES)
COURSE CODE: CE467
Year: III
Semester: II (Elective-I)
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
2 |
50 |
- |
50 |
- |
100 |
|
Course Objective: This subject deals with the various impacts of infrastructure projects on the components of environment and method of assessing the impact and mitigating the same. The student is expected to know about the various impacts of development projects on environment and the mitigating measures.
1.1. Impact of development projects under civil engineering on environment
1.2. Environmental impact assessment (EIA)
1.3. Environmental impact statement (EIS)
1.4. Objectives and types of EIA
1.5. Current issues in EIA
1.6. EIA capability and limitations
1.7. History of EIA in Nepal
1.8. Legal provisions on EIA in Nepal
2.1. Objectives of screening
2.2. Screening criteria and procedure
2.3. Initial environmental examination (IEE)
2.4. Method of IEE
3.1. Objectives of scoping
3.2. Scoping procedure
3.3. Terms of reference and its main components
4.1. The environmental setting
4.2. Purpose of baseline data
4.3. Method of data collection
4.4. Importance of baseline data
4.5. Methods of impact identification
5.1. Methods of impact prediction
5.2. Impact evaluation techniques
5.3. Types of mitigation measures
5.4. Implementation of environmental protection measures
6.1. Environmental management plan
6.2. Environmental monitoring
6.3. Environmental auditing
6.4. EIA report review and decision making
6.5. Stakeholder consultation and public participation
Tutorial:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below.
Chapters |
Hours |
Marks distribution |
1 |
5 |
6 |
2 |
5 |
6 |
3 |
5 |
8 |
4 |
7 |
10 |
5 |
14 |
10 |
6 |
9 |
10 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: CE468
Year: III
Semester: II (Elective-I)
Teaching Schedule Hours/ Week |
|
Examination Scheme |
Total Marks |
Remarks |
||||
Final |
|
Internal Assessments |
||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
2 |
50 |
- |
50 |
- |
100 |
|
Course Objectives: The objective of the course is to provide the student with the concept and the tools that can be used to incorporate in the field planning design, construction and maintenance of rural roads. The course includes the details of practical considerations based on the socioeconomic, technical and environmental aspect of low volume road in Nepal.
1.1. General Background
1.2. Introduction to low volume Road
1.3. Characteristics of low volume Road
1.4. Objectives of low volume Road
1.5. Low volume road in Context of Nepal
1.6. Good and Bad Practices
1.7. Road Planning
1.7.1. Use of GIS in road planning
1.7.2. Road width spacing
1.7.3. District Transportation Planning
1.8. Introduction to Nepal Road Standard
2.1. Standard and Specification for road construction through forest
2.2. Construction equipment
2.3. Balancing material quantities in earth work (cut and fills)
2.4. Estimating and costing of rural roads
2.5. Installation of reinforced soil wall and bio-technology
2.6. Drainage Design
2.6.1. Hydrology
2.6.1.1. Rational Formula, WCES Formula, MIP Formula
2.6.1.2. Manning's Formula
2.6.2. Use of geo-textiles in drainage
2.6.3. Surface drainage and cross drainage for low volume roads
2.6.3.1. Crowns, In slope and Outslope Road Cross-slopes
2.6.3.2. Water Control in ditches and Inlets/Outlets to Structures
2.6.3.3. Wetland and Swampy Area Crossings
2.6.4. Subsurface Drainage, Underdrains
2.6.5. Natural drainage crossing structures, culverts, fords, Bridges
2.6.6. Design consideration
3.1. Site selection
3.2. Hydrology and scouring
3.3. Basic structural design of Beam and wooden logs
3.4. Slab bridges
4.1. Basic soil mechanics and soil strength factors
4.2. Types and use of retaining wall
4.3. Gravity and reinforces soil wall
4.4. Basic design of gravity retaining structures
4.5. Method of soil stabilization
4.5.1. Physical and vegetative method
4.5.2. Bio-technical method 4.6. Gully stabilization method
5.1. Environmental Analysis of road
5.2. Process of Environmental Analysis
5.3. Minimization of Slope Cutting and Preservation
5.4. Mass Balancing
5.5. Reuse of Excavated Materials
5.6. Bio-engineering
5.7. Water Quality Protection
5.8. Fish (AOP) Passage, Wildlife Crossings and Issues.
6.1. Environmentally sensitive road maintenance
6.2. Road maintenance issues
6.3. Mitigation Measures
6.4. Types of Maintenance
6.5. Sustainable Maintenance Funding
6.6. Rehabilitation and upgrading
7.1. Introduction to socio-economic
7.2. Importance of socio-economic
7.3. Opportunities and Risks of Road Construction Activities
7.4. Social screening
7.5. Beneficial and adverse impacts
7.6. Context of Nepal
Tutorial: Three assignments that include the design of a rural road project, construction technology and maintenance arrangements
Field visit
Evaluation of Roadway Surface Drainage Issues Evaluation of Bridge and Ford Sites
Discussion regarding Installation of Culverts
Installation of a Culvert considering the Drainage Channel and Watershed
Discussion regarding Stability of Cuts and Fills
Sites for Retaining Structures, Biotechnical Options Maintenance Issues with Roads
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below:
Chapter |
Hours |
Marks Distribution* |
1. |
6 |
6 |
2. |
14 |
16 |
3. |
6 |
6 |
4. |
8 |
10 |
5. |
6 |
6 |
6. |
5 |
6 |
Total |
45 |
50 |
* There may be minor deviation in marks distribution.
Course Code: 469
Year: III
Semester: II (Elective-I)
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The objective of the course emphasizes the basic concepts and theorems on static (equilibrium), geometrical (compatibility) and physical (force, stiffness and displacements) conditions in the context of indeterminate systems.
Determination of static and kinematic indeterminacies of two dimensional and three-dimensional portal frames, pin jointed trusses and hybrid frames coordinate systems, structural idealization.
Flexibility and stiffness matrices and Force displacement relationships for axial force, couple, torsional moments, stiffness method of analysis and flexibility method of analysis.
Stiffness method and flexibility method of analysis, continuous beams of two and three spans with different end conditions, internal hinges.
Stiffness and flexibility method of analysis of 2D portal frames with different end conditions, plotting of bending moment diagrams.
Stiffness and flexibility methods, computation of joint displacement and member forces.
Local and Global co-ordinate systems, transformation of matrices from local to global coordinates of element stiffness matrix, direct stiffness method of analysis, assembly of global stiffness matrix from element stiffness matrices, static condensation, sub-structuring.
Solution of system of linear algebraic equations, direct inversion method, gauss elimination method, Cholesky method, banded equation solvers frontal solution techniques.
Text/Reference books:
Evaluation Scheme:
The questions will cover all the chapters in the syllabus. The evaluation scheme will be as indicated in the table below
Chapters |
Lecture Hours |
Marks Distribution* |
1 |
4 |
4 |
2 |
6 |
6 |
3 |
6 |
8 |
4 |
8 |
10 |
5 |
6 |
6 |
6 |
9 |
10 |
7 |
6 |
6 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: CE475
Year: IV
Semester: I (ELECTIVE II/ELECTIVE III)
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The main objectives of this course are to provide the students with fundamental concepts of Geographic Information Systems (GIS) and familiarize with GIS software. Database development, manipulation and spatial analysis techniques for information generation will be taught.
1.1. Information systems
1.2. The philosophy of GIS
1.3. History of GIS
1.4. Definition and need of GIS
1.5. Components of GIS
1.6. GIS and cartography
1.7. Vector representation
1.8. Different types of data
1.9. Data processing steps
1.10. Function of GIS and its applications
2.1. GIS spatial elements
2.2. Concept of data model
2.3. Raster data model
2.4. Vector data model
2.5. Topology
2.6. Vector and 3-D
3.1. Importance of data
3.2. Source of data
3.3. Capture from analog map by GEOCODING
3.4. Field data collection
3.5. Alternative data entry methods
3.6. Attribute data
3.7. Editing and validation
3.8. Coordinate system
3.9. Map projection
3.10. Accuracy and precision
4.1. Databases concepts and components
4.2. Database processing and management systems
4.3. Database design
4.4. Data dictionary
5.1. Spatial interpolation methods
5.2. Raster methods including topological overlays
5.3. Map calculations
5.4. Statistics
5.5. Integrated spatial analysis
7.1. Basic concept of GPS and its application
7.2. Working principles of GPS
7.3. Introduction of DGPS
7.4. Error in GPS
8.1. Basic concept of remote sensing
8.2. Electromagnetic spectrum and windows
8.3. Spectral signature of different land use
8.4. Introduction to different satellites
8.5. Resolutions in remote sensing
8.6. Application of remote sensing
9.1. Map function in GIS
9.2. Map design
9.3. Map elements
9.4. Choosing the map type
9.5. Exporting map in different format printing a map
Tutorials:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below.
Chapters |
Hours |
Marks distribution |
1 |
4 |
4 |
2 |
6 |
6 |
3 |
6 |
6 |
4 |
6 |
8 |
5 |
6 |
8 |
6 |
3 |
2 |
7 |
4 |
5 |
8 |
6 |
6 |
9 |
4 |
5 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: CE476
)
Teaching Schedule Hours/ Week |
|
Examination Scheme |
Total Marks |
Remarks |
||||
|
Final |
Internal Assessments |
||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
- |
50 |
- |
100 |
|
Course Objective: The basic objective of this course is to understand the fundamental concepts of Airport & Railway Engineering, Characteristics of their components, their design and others.
1.1. History of Air Transport
1.2. Role of Air Transport
1.3. Air Transport in Nepal
1.4. Some organizations related to Civil Aviation
1.5. History of Railway
1.6. Classification of Railway
1.7. Advantages & Disadvantages
2.1. Engine & its type
2.2. Control System
2.3. Carriage
2.4. Types of propulsion
2.5. Size of Aircraft, speed ,capacity ,weight ,Noise, turning Radius, Jet blast, Fuel Spillage
3.1. Prediction of Air Travel
3.2. Demand Forecast Based on Econometric models
3.3. Selection Methods
3.4. Runway Orientation
3.5. Typical layout of Airport
3.6. Geometric Standards for elements of Airport
3.7. Terminal Facilities & Space
3.8. Planning of Terminal Facilities
4.1. Wheel Load
4.2. Sub- grade Characteristics
4.3. Strength of Material
4.4. Types of Pavement
5.1. Rail Guage
5.2. Rolling Stock of Railways
5.3. Component part of Railway Track
5.4. Functions of the track components
5.5. Requirement of an ideal Railway Track
5.6. Cross Dimensions and length
6.1. Sleepers
6.2. Ballast
6.3. Track Fittings and fastening
6.4. Material requirement per KM of Railway Track
7.1. Gradient
7.2. Grade compensation on Curve
7.3. Elements of Circular curve
7.4. Super Elevation on Curves
7.5. Safe Speed on Curves, Max. Permissible speed on curves
7.6. Transition Curve & Vertical Curves
7.7. Cant deficiency
7.8. Points & Crossings
8.1. Passenger Requirements, Traffic Requirements, Locomotive Requirement , General
8.2. Types of Platform, Yards
8.3. Loops & Sidings
8.4. Staff Quarters
Field Visit / Field Trip
Field Visit to the nearest Airport & Railway Station for actual Knowledge of the materials used in them.
Reference Books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below.
Chapters |
Hours |
Marks distribution |
1 |
3 |
3 |
2 |
4 |
5 |
3 |
4 |
5 |
4 |
8 |
8 |
5 |
5 |
5 |
6 |
8 |
8 |
7 |
10 |
12 |
8 |
3 |
4 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: CE477
)
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
2 |
50 |
- |
50 |
- |
125 |
|
Course Objective: The basic objective of this course is to understand the fundamental concepts of Earthquake Engineering, behavior of structures during earthquake and earthquake resistance design.
1.1. Definition and introduction of earthquake
1.2. General effects of an earthquake
1.3. Causes of an earthquake
1.4. Plate tectonic theory
1.5. Seismic waves, magnitude and intensity,
1.6. Methods of measurement
2.1. Attenuation relationships
2.2. Ground motion parameters
2.3. Local site effects
2.4. Seismic hazard analysis
3.1. Dynamic loads and dynamic analysis,
3.2. Degrees of freedom
3.3. Vibrating system
3.4. Single degree of freedom systems
3.4.1. Equation of motion
3.4.2. Damped and undamped free vibration, natural frequency and time period
3.4.3. Overdamped, underdamped and critically damped system
3.4.4. Forced vibration
3.4.5. Vibration isolation and force transmissibility
3.5. Multi degree of freedom systems
3.5.1. Equation of motion
3.5.2. Free vibration response of MDOF system
3.5.3. Eigen values, eigen vectors and mode shapes
3.5.4. Modal superposition method
4.1. Response to general dynamic loading
4.2. Duhamel’s integral
4.3. Earthquake response spectrum
4.4. Construction of design response spectrum
4.5. Effect of foundation and structural damping on design spectrum.
5.1. Moment resisting frames
5.2. Building frame systems and bearing wall systems
5.3. Dual systems
5.4. Building configuration implications
6.1. Philosophy of earthquake resistant design
6.2. Codal provisions
6.3. Equivalent lateral load and dynamic analysis procedure
6.4. Drift evaluation and verification
6.5. Torsional response and diaphragm effect
6.6. Computer aided analysis procedure
7.1. Principles of inelastic design
7.2. Capacity design concept
7.3. Flexural and shear strength
7.4. Ductile detailing of RCC members
Reference Books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below.
Chapters |
Hours |
Marks distribution |
1 |
3 |
4 |
2 |
4 |
5 |
3 |
12 |
12 |
4 |
4 |
5 |
5 |
6 |
6 |
6 |
12 |
12 |
7 |
4 |
6 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
COURSE CODE: CE478
)
Teaching Schedule Hours/ Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
- |
2 |
50 |
- |
50 |
- |
100 |
|
Course Objective:
1.1. Development and issues of solid waste management (SWM)
1.2. Legislation provision of solid waste management in Nepal
1.3. Introduction to integrated solid waste management
1.4. Solid waste management in Nepal
1.5. 3R principles of SWM
2.1. Sources of municipal solid waste
2.2. Types of municipal waste
2.3. Composition of solid waste
2.4. Characteristics of solid waste
2.5. Properties of solid waste (physical, chemical and biological)
2.6. Waste generation, sampling and characteristics
3.1. Waste collection planning
3.2. On-site management
3.3. Handling, storage and processing
3.4. Collection-service, analysis of collection system
3.5. Transfer station, processing and transport
4.1. Landfilling, sanitary landfills, land filling methods and operations
4.2. Incineration
4.3. Leachate collection and removal systems
4.4. Final cover system for MSW landfills
4.5. Gas generation and management
4.6. Design and operation of landfills
4.7. Ground water monitoring
5.1. Introduction
5.2. Material separation and processing techniques
5.3. Materials recovery facilities
5.4. Conversion technology for recovery
5.5. Biological transformation: Composting, vermicomposting
5.6. Recovery of thermal conversion products (incineration, types and design consideration)
Project Work:
Reference books:
Evaluation Scheme:
The questions will cover all the chapters of the syllabus. The evaluation scheme will be as indicated in the table below.
Chapters |
Hours |
Marks distribution* |
1 |
7 |
6 |
2 |
8 |
10 |
3 |
9 |
10 |
4 |
12 |
14 |
5 |
9 |
10 |
Total |
45 |
50 |
* There may be minor variation in marks distribution
Course Code 479
Year: IV
Semester: I (ELECTIVE II/ELECTIVE III)
Teaching Schedule Hours/Week |
Examination Scheme |
Total Marks |
Remarks |
|||||
Final |
Internal Assessments |
|||||||
Lecture |
Practical |
Tutorial |
Theory Marks |
Practical Marks |
Theory Marks |
Practical Marks |
||
3 |
1 |
1 |
50 |
-- |
50 |
- |
100 |
-- |
Course Objectives:
1.1 Bridge and its components
1.2 General design requirements of bridges
1.3 Types of bridges and their characteristics
1.4 Data required for bridge design and their acquisition
1.5 Selection of bridges type
2.1 Bridge loading
2.2 Bridge responses
3.1 Methods of bridge deck analysis
3.2 Effective width method
3.3 Courbon’s method
3.4 Distribution coefficient method
3.5 Hendry Jaeger method
3.6 Longitudinal and lateral positioning of moving loads and response calculation
4.1 Design of RC slab bridge
4.2 Simply supported slab bridges
4.3 Slab Supported in all four sides
4.4 Design of RCT-Beam bridge
4.5 Design of deckslab
4.6 Design of longitudinal girder
4.7 Design of cross girder
4.8 Design of cantilever slab
5.1 Introduction and methods of prestressing
5.2 Benefits of prestressing
5.3 Losses in prestressing
6.1 Design of piers
6.2 Design of abutments
6.3 Introduction to bridge foundation
7.1 Bridge bearing
7.2 Types of bearings
Design of metallic bearing
Design of elastomeric bearing
7.3 Expansion joint
Requirements of expansion joints
Types of expansion joints
8.1 Introductions to methods of construction of bridges
8.2 Introduction to maintenance of bridges
Field Visit:
Reference books:
Evaluation scheme:
The questions will cover all chapters in the syllabus. The evaluation scheme will be as indicated in the table below:
Chapters |
Hours |
Marks Distribution |
1 |
5 |
5 |
2 |
2 |
2 |
3 |
6 |
5 |
4 |
11 |
12 |
5 |
3 |
3 |
6 |
8 |
8 |
7 |
6 |
6 |
8 |
4 |
4 |
Total |
45 |
50 |
*There may be small variation in marks distribution.