Department of
Civil Engineering
1
SHIVAJI UNIVERSITY, KOLHAPUR
TE (Civil) Syllabus Structure
SEMESTER-VI (Part II)
Sr. No.
Subject Teaching scheme per week Examination scheme
L P T D Total Theory paper
TW POE OE Total
1 Theory of Structures 3 2 --- --- 5 100 25 --- --- 125
2 Geotechnical Engineering-II
3 2 --- --- 5 100 50 --- --- 150
3 Engineering Management
4 --- --- --- 4 100 --- --- --- 100
4 Engineering Geology 3 2 --- --- 5 100 *50 --- --- 150
5 Environment Engineering-II
3 2 --- --- 5 100 25 --- 25 150
6 SDD-I --- --- --- 4 4 --- 50 --- 25 75
7 Seminar --- 2 --- --- 2 --- 50 --- --- 50
8 **Field Training --- --- --- --- --- --- --- --- --- ---
Total 16 10 --- 4 30 500 250 --- 50 800
‘*’ Includes 25 Marks for Oral based on Term Work.
‘**’ Field Training shall be done in the summer vacation for a period of three weeks which will be assessed at
the end of VIIth
Semester.
Department of
Civil Engineering
2
Department of Civil Engineering
T. E. Civil
Academic Year: 2018-19, Semester II
Sr
No.
Subject
code
Subject Page No.
CE307 Theory of Structures 03
CE308 Geotechnical Engineering-II 31
CE309 Engineering Management 50
CE310 Environment Engineering -II 63
CE311 Engineering Geology 72
CE312 Structural Design and Drawing I 83
CE314 Seminar 88
Department of
Civil Engineering
3
Course Plan for Theory of structure
Course code CE 307 Course Theory of structure
Prepared by Prof.V S Patil/ R.M.Desai Semester AY 2018-19, Sem VI
Prerequisites Concept of SFD and BMD for determinate Structures.
Basic equilibrium static conditions and its applications to beams and frames
in flexure
Course Outcomes
At the end of the course the students should be able to:
CO1 Explain2 the concept of determinacy and indeterminacy.
CO2 Apply4 appropriate solution techniques to the problem.
CO3 Analyze3 indeterminate structures by using different methods.
CO4 Interpret the output of different methods
CO5 Describe3 the limitations of the methods of solution and their outcomes
CO6 Explain5 matrix method for the analysis.
Mapping of COs with POs
POs
COs
a b c d E F G h i j K l
CO1 3 2
CO2 3 2
CO3 3 2
CO4 3 2
CO5 3 2
CO6 3 2
1 Mild correlation 2 Moderate correlation 3 Strong
correlation
Course Contents
Unit No. Title No. of
Hours
Section I
1. A) Concept of determinacy and indeterminacy, Degrees of freedom
and structural redundancy, Methods of analysis. (No numerical).
B) Consistent deformation method: propped cantilever with uniform
section, fixed beam, portal frame.
08
2. Force Method: Energy Theorems- Betti’s Law, Maxwell’s
reciprocal theorem, Castiglione’s theorem and unit load method.
Statically indeterminate beam, truss (lack of fit and temperature
variation effect), two hinged parabolic arch with supports at same
level
(Degree of S.I. ≤ 2).
08
Department of
Civil Engineering
4
3. Force method: Clapeyron’s theorem of three moments continuous
beam, sinking of support, beam with different M.I.
04
Section II
4. Displacement Method:
Slope deflection equation method, Modified slope deflection
equation application to beams, sinking of supports, portal frames
without sway.
( Degree of K.I. ≤2)
08
5. Displacement Method:
Moment distribution method: application to beam, sinking of
supports, portal frames without and with sway. (Degree of S.I. ≤2).
06
6 Matrix Methods:
Flexibility coefficients, development of flexibility matrix, analysis of
beams and portals, Stiffness coefficients, development of stiffness
matrix, analysis of beams
and portals (Degree of S.I. < 2)
08
Reference Books:
Sr. No. Title of Book Author Publisher/Edition Topics
01 Matrix analysis of structures Gere & Weaver Tata McGraw-
Hill pub 07,08
02 Indeterminate structural
analysis
C.K. Wang Tata McGraw-
Hill pub 02
03 Theory of Structures S.P. - Timoshenko
& Young
Tata McGraw-
Hill pub 01
04 Theory of structures
Ramamurtham and
Narayan
DhanpatRai
Publications 03,05,06
Evaluation scheme
Examination
Scheme
Theory Term Work POE Total
Max. Marks 100 25 --- 125
Contact Hours/
week 3 2 -- 5
Scheme of Marks
Section Unit No. Title Marks
I
01 Concept of Indeterminate structures
Consistent Deformation Method
16
02 Energy Theorem 16
03 Clapeyron’s theorem of three moments 17
II
04 Slope Deflection Method 17
05 Moment distribution Method 16
06 Flexibility Method, Stiffness Method 16
Department of
Civil Engineering
5
Course Unitization
Section
Unit Course Outcomes No. of Questions in
No. Title CAT-I CAT-II CAT-III
I
01 Concept of Indeterminate
structures, Consistent Deformation
Method
CO1,CO3,CO4,CO5
02
02 Energy Theorem CO2,CO3
03 Clapeyron’s theorem of three
moments
CO2,CO3
02
II
04 Slope Deflection Method CO2,CO3 05 Moment distribution Method CO2,CO3
02 06 Flexibility Method, Stiffness
Method CO3,CO6
Unit wise Lesson Plan
Section I
Unit
No 01A) Unit Title Concept of Indeterminate structures Planned
Hrs.
06
Unit Outcomes
At the end of this unit the students should be able to:
UO1 Learn the concept of indeterminacy for different indeterminate structure like
Beam, truss and frames and also Methods of analysis
CO1,CO3,
CO5
Lesson schedule
Class No. Details to be covered
01 Introduction of syllabus, reference books, Question paper nature.
02 Types of supports, static conditions of equilibrium, static indeterminacy.
03 Internal indeterminacy of frames, beams, trusses. Degree of kinematic indeterminacy
(DOF), various methods of analysis
Review Questions
Q1 Write note on DOF.
CO1,CO3,
CO5
Q2 “Beams are determinate internally”, explain
Q3 How you select a particular method for the analysis. Which method is
used for computer applications
Q4 What are the different methods of analysis of indeterminate structures?.
Q5 Find static and kinematic indeterminacy of following structures.
Department of
Civil Engineering
6
Unit
No 1B) Unit Title Consistent Deformation Method Planned
Hrs.
06
Unit Outcomes
At the end of this unit the students should be able to:
UO1 Explain the compatibility equations for the analysis of propped cantilever,
fixed beams
CO2,CO3,
CO4
Lesson schedule
Class
No.
Details to be covered
4 Propped cantilever, compatibility equation, angular and linear flexibility
5 Propped cantilever- examples on analysis of propped cantilever and to construct SFD and
BMD.
6 Propped cantilever- examples on analysis of propped cantilever and to construct SFD and
BMD.
7 Fixed beam, compatibility equation, , Maxwell’s reciprocal theorem, yielding of support,
sinking of support
8 Examples
Review Questions
Q1 State Maxwell theorem of reciprocal displacement.
CO2,CO3,CO4 Q2 Explain the principal behind consistent deformation method.
Q3 A propped cantilever 10 mts span is subjected to clockwise couple of 20
KN-m at pin end. Draw SFD and BMD. Take EI=210 KN-m
Q4 A propped cantilever AB, 10 mts span, is subjected to UDL 20 KN/m over
entire span. There is a vertical gap of 10mm between the support B and
the end of the beam. Draw SFD and BMD. Take EI=210 KN-m
Q5 A Fixed beam AB, 10 mts span, the end A is rotated by 0.002 radians. CO2,CO3,CO4
Department of
Civil Engineering
7
Draw SFD and BMD. Take EI=210 KN-m
Unit
No
2 Unit Title Energy Theorems Planned
Hrs.
08
Unit Outcomes
At the end of this unit the students should be able to:
UO1 Analyze indeterminate trusses by energy principle CO2,CO3,CO4
Lesson schedule
Class
No.
Details to be covered
9 Concept of energy method, Castigliano’s theorem
10 Examples on analysis of continuous beams using Castigliano’s theorem ,and to construct
SFD and BMD
11 Examples on analysis of propped cantilever, fixed beams using Castigliano’s theorem,
and to construct SFD and BMD
12 Examples on analysis of portal frames using Castigliano’s theorem, and to construct BMD
13 Unit load method- application to trusses
14 Examples on analysis of indeterminate trusses by unit load method
15 Examples on analysis of Two hinge arches using Castigliano’s theorem.
16 Examples on analysis of Two hinge arches using Castigliano’s theorem.
Review Questions
Q1 A two hinge parabolic arch of span 36 m and central rise 8m,is subjected to
UDL of intensity 40 KN/m over left hand of the span of the arch. Determine
the position and magnitude of maximum bending moment. Also find radial
shear and normal thrust at quarter span point of the arch Draw BMD
CO2,CO3,C
O4 Q2 Find the forces in the member of the truss shown in fig. The value of AE is
Constant
Unit
No
03 Unit Title Clapeyron’s theorem of three
moments
Planned
Hrs.
08
Unit Outcomes
At the end of this unit the students should be able to:
UO1 Acquire knowledge of Analyze the statically indeterminate structure by
using three moment theorem.
CO2,CO3,CO4
Lesson schedule
Department of
Civil Engineering
8
Class
No.
Details to be covered
17 Clapeyron’s theorem of three moment –derivation and its application for the analysis of
continuous beams for prismatic and non prismatic sections
18 Examples on analysis of continuous beams with prismatic sections and to construct SFD
and BMD beam.
19 . Examples on analysis of continuous beams with Non prismatic sections and to construct
SFD and BMD beam
20 Examples on analysis of continuous beams with sinking of supports and to construct SFD
and BMD beam
Review Questions
Q1
A continuous beam ABC is fixed at A and simply supported at B and C,
such that AB=8m, BC=4m.It carries UDL of 3 KN/m over AB and point
load 8KN at mid span of BC. During loading support B sinks by
10mm.Analyse the beam and draw
BMD.IAB=2I,IBC=I,I=1600cm4,E=200KN/mm
2
CO2,CO3,CO4
Q2 Derive Clapeyron’s theorem of three moments.
Q3
Analysis continuous beam shown in fig below. Support B sinks by 12
mm. I=1600cm4,E=200KN/mm
2
Section II
Unit
No
04 Unit Title Slope Deflection Method Planned
Hrs. 08
Unit Outcomes
At the end of this unit the students should be able to:
UO1 Explain the equilibrium equations for the analysis of beams and frames
for slope deflection method
CO2,CO3,CO4
Lesson schedule
Class
No.
Details to be covered
21 General and modified Slope deflection equations-derivations
22 Examples on analysis of continuous beams by general and modified slope deflection
equations and to construct SFD and BMD
23 Examples on analysis of continuous beams by general and modified slope deflection
equations and to construct SFD and BMD
24 Examples on analysis of portal frames without sway by general and modified slope
deflection equations and to construct SFD and BMD
25 Examples on analysis of portal frames without sway by general and modified slope
deflection equations and to construct SFD and BMD
Department of
Civil Engineering
9
26 Examples on analysis of portal frames with sway by general and modified slope deflection
equations and to construct SFD and BMD
27 Sway frames
28 Sway frames
Review Questions
Q1
Analyze the beam shown in figure and draw BMD .Support B sinks by
10mm.Take EI=4000KNm2
CO2,CO3,CO4 Q2
Analyze the portal frame shown below and draw BMD
Q3
Analyze the beam shown in figure and draw BMD .Support B sinks by
10mm.Take EI=4000KNm2
Analyze the portal frame shown below and draw BMD
Department of
Civil Engineering
10
Unit
No
5 Unit Title Moment Distribution Method Planned
Hrs.
08
Unit Outcomes
At the end of this unit the students should be able to:
UO1 Learn a Moment Distribution method for the analysis of beams and
frames
CO2,CO3,CO4
Lesson schedule
Class
No.
Details to be covered
29 Basic preposition-propped cantilever, stiffness of members, Carry over theorem
30 Fixed end moments, Distribution factors, relative stiffness’s
31 Examples on analysis of continuous beams by MDM and to construct SFD and BMD
32 Examples on analysis of continuous beams with support yielding and sinking by MDM and
to construct SFD and BMD.
33 Examples on analysis of portal frames without sideway by MDM and to construct SFD and
BMD.
34 Examples on analysis of portal frames without sideway by MDM and to construct SFD and
BMD.
Review Questions
Q1 Analyze the beam shown in figure and draw BMD. Under the load
support B sinks by 10mm.Take E=200×105 KN/m2 ,I=350×10
-6
m4
CO2,CO3,CO4
Q2 Analyze the portal frame shown below and draw BMD
CO2,CO3,CO4
Department of
Civil Engineering
11
Unit
No 6A Unit Title Flexibility Method Planned Hrs. 05
Unit Outcomes
At the end of this unit the students should be able to:
UO1 impart knowledge on matrix method of analysis CO2,CO3,CO4,CO6
Lesson schedule
Class
No.
Details to be covered
35 Introduction to Matrix method of analysis-Basic step to solve second order matrix,
inverse of matrix. Flexibility
36 Generation of flexible matrix to axial loading, tensional and flexural loading with
different degree of freedom
37 Examples on analysis of continuous beams by flexibility methods and to constructs SFD
and BMD
38 Examples on analysis of Portal frames without side sway by flexibility methods and to
constructs SFD and BMD
Review Questions
Q1
Analyses the fixed beam shown in fig. and draw BMD
CO2,CO3,CO4,CO6
Q2 Analyses the fixed beam shown in fig. and draw BMD
Department of
Civil Engineering
12
Unit
No
6B Unit Title Stiffness Method Planned Hrs. 06
Unit Outcomes
At the end of this unit the students should be able to:
UO1 impart knowledge on matrix method of analysis CO2,CO3,CO4,CO6
Lesson schedule
Class
No.
Details to be covered
39 Introduction to Matrix method of analysis-stiffness method, generation of displacement and
force matrix, degree of freedom
40 Examples on analysis of continuous beams by stiffness method and to constructs SFD and
BMD
41 Examples on analysis of continuous beams by stiffness method and to constructs SFD and
BMD
42 Examples on analysis of portal frame without side sway by stiffness method and to
constructs SFD and BMD
Review Questions
Q1 Write properties of stiffness matrix
CO2,CO3,CO4,CO6
Q2 Prove that stiffness matrix is the inverse of flexibility matrix
Q3
Analyze the portal frame shown below and draw BMD
Department of
Civil Engineering
13
Q4
Analyze the portal frame shown below and draw BMD
Model Question Paper
Theory of structures
Duration: 3.00 Hrs. Max. Marks: 100
Day and Date :
Instructions:
1. All Questions are Compulsory
2. Figure to the right indicates full marks.
3. Use of non-programmable calculator is allowed
Section-I
1 A Find static and kinematic indeterminacy of the structures shown below
06
B A propped cantilever beam AB 10 mts span is subjected to UDL of 15
KN/m throughout span and a point load of 10 KN at the centre of the
beam. Draw SFD and BMD. Take EI=210 KN-m.
10
Department of
Civil Engineering
14
2 Analyze the beam shown in figure and draw BMD. Under the load
support B sinks by 10mm.Take E= 200×105 KN/m
2, I=350×10
-6 m
4
using Three moment theorem.
16
3
A State Castiglione theorem of three moment 03
b Find the forces in the member of the truss shown in fig. The value of
AE is constant
14
Section-II
4 Analyze the beam shown in figure and draw BMD. Under the load
support B sinks by 10mm.Take E=200×105 KN/m
2 ,I=350×10
-6 m
4
using modified slope deflection method
16
5 Analyze the portal frame shown below and draw BMD using moment
distribution method
17
Department of
Civil Engineering
15
6 Analyses the continuous beam ABC using flexibility method and draw
BMD. Support A is fixed, with AB=BC= 3m.It is subjected to 10 KN
at midpoint of AB and UDL of 15KN/m over BC.
OR
16
6
Analyses the continuous beam ABCD using stiffness method and draw
BMD. IAB=2I,IBC=ICD=I
16
Assignments
List of experiments/assignments to meet the requirements of the syllabus
Assignment No. 1
Assignment
Title
CO1,CO3,CO5
Batch I
1. What are the advantages of indeterminate structures over determinate
structures?
2. Find static and kinematic indeterminacy of following structures.
Department of
Civil Engineering
16
3. What are the different methods of analysis of indeterminate structures?
How you select a particular method for the analysis. Which method is used
for computer applications?
Batch II 1. What are the advantages of indeterminate structures over determinate
structures?
2. Find static and kinematic indeterminacy of following structures.
Department of
Civil Engineering
17
3. What are the different methods of analysis of indeterminate structures?
How you select a particular method for the analysis. Which method is used
for computer applications?
Batch III 1. What are the advantages of indeterminate structures over determinate
structures?
2. Find static and kinematic indeterminacy of following structures.
Department of
Civil Engineering
18
3. What are the different methods of analysis of indeterminate structures?
How you select a particular method for the analysis. Which method is used
for computer applications?
Assignment No. 2
Assignment
Title
Consistent deformation Method CO2,CO3,CO4
Batch I
1. State Maxwell theorem of reciprocal displacement.
2. Explain the principal behind consistent deformation method.
3. A propped cantilever 10 mts span is subjected to clockwise couple of 20
KN-m at pin end. Draw SFD and BMD. Take EI=210 KN-m2
4. A Fixed beam AB, 10 mts span, the end A is rotated by 0.002 radians.
Draw SFD and BMD. Take EI=210 KN-m2
Batch II
1. State Maxwell theorem of reciprocal displacement.
2. Explain the principal behind consistent deformation method.
3. A propped cantilever 10 mts span is subjected to clockwise couple of 20
KN-m at pin end. Draw SFD and BMD.Take EI=210 KN-m2
4. A Fixed beam AB, 10 mts span, the end A is rotated by 0.002 radians.
Draw SFD and BMD. Take EI=210 KN-m2
Batch III
1. State Maxwell theorem of reciprocal displacement.
2. Explain the principal behind consistent deformation method.
3. A propped cantilever 10 mts span is subjected to clockwise couple of 20
KN-m at pin end. Draw SFD and BMD. Take EI=210 KN-m2
4. A Fixed beam AB, 10 mts span, the end A is rotated by 0.002 radians.
Department of
Civil Engineering
19
Draw SFD and BMD. Take EI=210 KN-m2
Assignment No.3
Assignment
Title
Clapeyrons three moment theorem CO2,CO3,CO4
Batch I
1. A continuous beam ABC is fixed at A and simply supported at B and C,
such that AB=8m, BC=4m.It carries UDL of 3 KN/m over AB and point
load 8KN at mid span of BC. During loading support B sinks by
10mm.Analyse the beam and draw BMD.IAB =2I,IBC= I,I =1600cm4,E=200
KN/mm2
2. Derive Clapeyron’s theorem of three moments.
3. Analysis continuous beam shown in fig below. Support B sinks by 12 mm.
I=1600 cm4,E=200 KN/mm
2
Batch II 1.A continuous beam ABC is fixed at A and simply supported at B and C,
such that AB=8m, BC=4m.It carries UDL of 3 KN/m over AB and point
load 8KN at mid span of BC. During loading support B sinks by
10mm.Analyse the beam and draw BMD.IAB=2I,IBC=I,I=1600
cm4,E=200KN/mm
2
2. Derive Clapeyron’s theorem of three moments.
3. Analysis continuous beam shown in fig below. Support B sinks by 12 mm.
I=1600cm4, E=200KN/mm2
Batch III 1. A continuous beam ABC is fixed at A and simply supported at B and C,
such that AB=8m, BC= 4m.It carries UDL of 3 KN/m over AB and point
load 8KN at mid span of BC. During loading support B sinks by
Department of
Civil Engineering
20
10mm.Analyse the beam and draw
BMD.IAB=2I,IBC=I,I=1600cm4,E=200KN/mm
2
2. Derive Clapeyron’s theorem of three moments.
3. Analysis continuous beam shown in fig below. Support B sinks by 12 mm.
I=1600 cm4,E=200KN/mm
2
Assignment No. 4
Assignment
Title
Energy Methods CO2,CO3,CO4
Batch I 1.A two hinge parabolic arch of span 36 m and central rise 8m,is subjected to
UDL of intensity 40 KN/m over left hand of the span of the arch. Determine
the position and magnitude of maximum bending moment. Also find radial
shear and normal thrust at quarter span point of the arch Draw BMD
2.Find the forces in the member of the truss shown in fig. The value of AE is
constant
Batch II 1.A two hinge parabolic arch of span 36 m and central rise 8m,is subjected to
UDL of intensity 40 KN/m over left hand of the span of the arch. Determine
the position and magnitude of maximum bending moment. Also find radial
shear and normal thrust at quarter span point of the arch Draw BMD
2.Find the forces in the member of the truss shown in fig. The value of AE is
constant
Department of
Civil Engineering
21
Batch-III 1. A two hinge parabolic arch of span 36 m and central rise 8m,is subjected
to UDL of intensity 40 KN/m over left hand of the span of the arch.
Determine the position and magnitude of maximum bending moment. Also
find radial shear and normal thrust at quarter span point of the arch Draw
BMD
2. Find the forces in the member of the truss shown in fig. The value of AE
is constant
Assignment No. 5
Assignment
Title
Slope Deflection Method CO2,CO3,CO4
Batch I
1. Derive the Slope Deflection equation for indeterminate beam.
2.Analyze the beam shown in figure and draw BMD.Under the load support
B sinks by 10mm.Take E=200×105 KN/m
2 ,I=350×10
-6 m
4
3. Analyze the portal frame shown below and draw BMD
Department of
Civil Engineering
22
4.Analyse fixed beam shown in fig and draw BMD
Batch II
1. Derive the Slope Deflection equation for indeterminate beam.
2. Analyze the beam shown in figure and draw BMD. Under the load support
B sinks by 10mm.Take E=200×105 KN/m
2 ,I=350×10
-6 m
4
3. Analyze the portal frame shown below and draw BMD
4.Analyse fixed beam shown in fig and draw BMD
Department of
Civil Engineering
23
Batch III
1. Derive the Slope Deflection equation for indeterminate beam.
2. Analyze the beam shown in figure and draw BMD. Under the load support
B sinks by 10mm.Take E=200×105 KN/m2 ,I=350×10
-6 m
4
3. Analyze the portal frame shown below and draw BMD
4.Analyse fixed beam shown in fig and draw BMD
Assignment No. 6
Assignment
Title
Moment Distribution Method CO2,CO3,CO4,CO6
Batch I
1. Analyze the beam shown in figure and draw BMD .Support B sinks by
10mm.Take EI=4000KNm2
Department of
Civil Engineering
24
2. Analyze the portal frame shown below and draw BMD
3. Analyze the beam shown in figure and draw BMD .Support B sinks by
10mm.Take EI=4000KNm2
4. Analyze the portal frame shown below and draw BMD
Batch II
1. Analyze the beam shown in figure and draw BMD .Support B sinks by
10mm.Take EI= 4000KN-m2
Department of
Civil Engineering
25
2. Analyze the portal frame shown below and draw BMD
3. Analyze the beam shown in figure and draw BMD .Support B sinks by
10mm.Take EI=4000KNm2
4. Analyze the portal frame shown below and draw BMD
Batch-III 1. Analyze the beam shown in figure and draw BMD .Support B sinks by
10mm.Take EI=4000KNm2
Department of
Civil Engineering
26
2. Analyze the portal frame shown below and draw BMD
3. Analyze the beam shown in figure and draw BMD .Support B sinks by
10mm.Take EI=4000KNm2
4. Analyze the portal frame shown below and draw BMD
Assignment No. 7
Assignment
Title
Flexibility Method CO2,CO3,CO4,CO6
Batch I 1.Analyses the continuous beam ABCD using flexibility method and draw
BMD. IAB=2I,IBC=ICD=I
Department of
Civil Engineering
27
2.Analyze the portal frame shown below and draw BMD
3.Prove that stiffness matrix is the inverse of flexibility matrix
4. Develop flexibility matrix with respect to the assign coordinates shown
below
Batch II
1.Analyses the continuous beam ABCD using flexibility method and draw
BMD. IAB=2I,IBC=ICD=I
Department of
Civil Engineering
28
2. Analyze the portal frame shown below and draw BMD
3. Prove that stiffness matrix is the inverse of flexibility matrix
4. Develop flexibility matrix with respect to the assign coordinates shown
below
Batch-III
1.Analyses the continuous beam ABCD using flexibility method and draw
BMD. IAB=2I,IBC=ICD=I
2. Analyze the portal frame shown below and draw BMD
Department of
Civil Engineering
29
3. Prove that stiffness matrix is the inverse of flexibility matrix
4.Develop flexibility matrix with respect to the assign coordinates shown
below
Assignment No. 8
Assignment
Title
Stiffness Method CO2,CO3,CO4,CO6
Batch I
1.Analyses the continuous beam ABC using Stiffness method and draw
BMD. Support A is fixed, with AB=BC=3m.It is subjected to 10 KN at
midpoint of AB and UDL of 15KN/m over BC
2. Analyses the fixed beam shown in fig. and draw BMD
3.Analyses the fixed beam shown in fig. and draw BMD
Department of
Civil Engineering
30
Batch II
1.Analyses the continuous beam ABC using Stiffness method and draw
BMD. Support A is fixed, with AB=BC=3m.It is subjected to 10 KN at
midpoint of AB and UDL of 15KN/m over BC
2. Analyses the fixed beam shown in fig. and draw BMD
3.Analyses the fixed beam shown in fig. and draw BMD
Batch-III
1. Analyses the continuous beam ABC using Stiffness method and draw
BMD. Support A is fixed, with AB=BC=3m.It is subjected to 10 KN at
midpoint of AB and UDL of 15KN/m over BC
2. Analyses the fixed beam shown in fig. and draw BMD
3.Analyses the fixed beam shown in fig. and draw BMD
Department of
Civil Engineering
31
Geotechnical Engineering II
Course Code CE 308 Course Geotechnical Engineering II
Prepared by Mr. D. A. Gunjgi
Mr. A. A. Koshti
Semester AY 2018-19, Sem II
Prerequisites
This course require student to know about basic concept Knowledge of Basic
Civil Engineering, Knowledge of Engineering Mechanics, Knowledge of Soil
Mechanics, properties of soil, engineering properties of soil.
Course Outcomes
At the end of the course the students should be able to:
CO308.1
Identify1 the investigation plan to explore the subsurface and determine
necessary soil parameters for judging its suitability for the proposed
engineering works.
CO308.2 Define
1 and calculate
3 load bearing capacity by using different classical
theories.
CO308.3 Discuss
2 different types of shallow foundations and design those. Predict the
possible settlement of foundations.
CO308.4 Classify
3 different types of piles and determine load carrying capacity of
piles acting individually and in group.
CO308.5 Explain2 well foundation, caissons, sheet piles and coffer dams.
CO308.6 Explain
2 various methods used for analysis of slopes and analyze the slope
stability.
Mapping of COs with POs
POs
COs a b c d E f G h i j k l
CO308.1
CO308.2 1 1 1
CO308.3 1 2 1
CO308.4 2 2 3
CO308.5
CO308.6
1: Low correlation, 2: moderate correlation, 3: Strong correlation
Department of
Civil Engineering
32
Course Contents
Unit No. Title No. of
Hours
Section I
1. Soil & Rock Exploration:
Necessity, Planning, No & depth of bore holes, Exploration Methods-
auger boring (hand and continuous flight augers), and wash boring,
rotary drilling. Soil sampling- disturbed and undisturbed, Rock
drilling and sampling, Mechanical properties of rock, behaviour of
rocks in uniaxial compression, tensile strength of rocks, Core barrels,
Core boxes, core recovery, RQD.
06
2. Bearing Capacity Evaluation:
Definitions, Modes of failure, Terzaghi’s bearing capacity theory,
I.S. Code method of bearing capacity evaluation & computation (IS
6403), Effect of various factors on bearing capacity(Size & Shape,
Depth, WT, Eccentricity),Bearing capacity evaluation from Plate
load test, S.P.T. (By I.S. Code method) and pressure meter tests with
detailed procedure.
06
3. Shallow Foundation:
Types and their selection, minimum depth of footing, Assumptions &
limitations of rigid design analysis. Design of Isolated, combined,
strap footing (Rigid analysis), Raft foundation (elastic analysis),
floating foundations (R.C.C. Design is not expected)
Foundation Settlement:
Immediate settlement- computations from I.S. 8009- 1976 (Part I)
approach, consolidation
Settlement computations, Concept of total settlement, differential
settlement and angular distortion.
06
Section II
Department of
Civil Engineering
33
4. Pile Foundation:
Classification and their uses, single pile capacity evaluation bystatic
and dynamic methods, pile load test. Negative skin friction, Group
action piles, spacing of piles in a group, Group efficiency. Under
reamed piles – equipment, construction and precautions.
06
5. Well foundations, Caisson, Sheet pile, coffer dam :
Element of wells, types, methods of construction, tilt and shift,
remedial measures.
Pneumatic caissons: sinking method- Sand island method, Caisson
disease.
Types and material used for sheet piling
Common types of cofferdams, Soil pressure distribution, Braced
cofferdam.
06
6. Stability of Slope:
Slope classification, slope failure, modes of failure. Infinite slope in
cohesive and cohesion less soil, Taylor’s stability number, Swedish
slip method and concept of Friction circle method, Landslides
Modern Foundation Techniques:
Stone columns, Vibroflotation, Preloading technique, Civil
engineering application of geo synthetics, geo textile & geo
membrane.
06
Reference Books:
Sr. No. Title of Book Author Publisher/Edition Topics
1. Principles of Geotechnical
Engineering Braja M. Das
Taylor & Francis All
2. Soil mechanics and Foundation
engineering. V. N. S. Murthy
U. B. S.
Publishers
New Delhi
All
3. Soil mechanics and Foundation
engineering. B. C. Punmia
A Saurabh and
Company Pvt.
Ltd., Madras
All
Department of
Civil Engineering
34
4. Soil mechanics. Terzaghi and Peak John Willey and
Sons, New- York All
5. Soil Mechanics and Foundation
Engineering K. R. Arora
Standard
Publishers
Distributiors
All
Scheme of Marks
Section Unit No. Title Marks
I 1, 2, 3
Soil & Rock Exploration, Bearing Capacity
Evaluation, Shallow Foundation & Foundation
Settlement.
50
II 4, 5, 6
Pile Foundation, Caisson Foundation, Sheet Piles &
Cofferdams, Stability of Slopes, Modern Foundation
Techniques.
50
Course Unitization
Section
Unit Course
Outcomes No. of Questions in
No. Title CAT-I CAT-II CAT III
I
1. Soil & Rock Exploration CO308.1 3
2. Bearing Capacity
Evaluation CO308.2 3
3. Shallow Foundation CO308.3 3
II
4. Pile Foundation CO308.4
3
5. Well foundations, Caisson,
Sheet pile, coffer dam CO308.5 3
6. Stability of Slope CO308.6 3
Unit wise Lesson Plan
Section I
Unit No Unit Title Planned Hrs.
Department of
Civil Engineering
35
1 Soil and Rock Exploration 06
Lesson schedule
Class
No. Details to be covered
1 Necessity of exploration, planning of exploration for the area, deciding the number,
location & depth of boreholes to be taken.
2 Study different available exploration methods such as auger boring (hand &
continuous flight augers), wash boring and their area of application.
3 Rotary drilling and its area of applications, different rotary cutters.
4 Soil sample collection (disturbed and undisturbed), properties of rock, modes of
failure.
5 Behavior of rocks in uniaxial compression, tensile strength of rocks.
6 Core barrels, core boxes, core recovery, RQD.
Review Questions
Q1 What information is gathered in general exploration of soil?
Q2 Explain the rotary drilling.
Q3 Enlist type of soil samples. (SUK, Dec 2015, 6M)
Q4 List and explain various strength properties of rock. (SUK, May 2016, 6M)
Q5 List and explain various types of boring methods used to collect soil or rock
sample. (SUK, May 2016, 6M)
Q6 Explain bore hole logging with sketch for soil and rock explorations. (SUK, Nov
2017, 6M)
Q7 Explain with neat sketch:
a. Area ratio b. outside clerence c. inside clearance (SUK, Nov. 2016, 8M)
Q8 Explain any two:
a. Rotary drilling b. RQD c. core boxes, core recovery (SUK Dec2016, 8M)
Unit No Unit Title Planned Hrs.
2 Bearing Capacity Evaluation 06
Department of
Civil Engineering
36
Lesson schedule
Class
No. Details to be covered
1 Definitions, modes of failure, bearing capacity failures.
2 Terzaghi’s bearing capacity equations with derivation.
3 I.S. Code method of bearing capacity evaluation and computation.
4 Effect of various factors on bearing capacity.
5 Plate load test, S.P.T. and pressuremeter tests with detailed procedure.
6 Numerical problems.
Review Questions
Q1 Draw a neat sketch of plate load setup and indicate the parts.
Q2 Explain Terzaghi’s method to take care of water table effect on bearing capacity.
Q3
Differentiate between general shear and local shear failure modes. What
modifications are made in bearing capacity equation when local shear failure
conditions prevails? ( SUK, May 2007, 5M)
Q4 Discuss the factors influencing bearing capacity of soil.
Q5 Give expression for IS code method of bearing capacity and explain the terms.
Q6
A plate load test was conducted with 30 cm square plate at a depth of 1.2 m below
GL, in cohesive soil with ϕ = 0. The failure was observed at a load of 36 kN.The
water table was observed at a load of 36 kN. The water table was 4.7m deep below
GL. Compute cohesion and determine ultimate bearing capacity for strip footing 1
m wide with its base located 1.2 m below GL. γ = 16.8 kN/m3 and FS = 3.0. What
would be SBC ? (SUK, May 2014, 9M)
Q7 How will you account the effect of water table on bearing capacity? Explain.
(SUK, May 2016,5M)
Unit
No Unit Title Planned Hrs.
3 Shallow Foundation & Foundation Settlement 06
Department of
Civil Engineering
37
Lesson schedule
Class
No. Details to be covered
1 Shallow foundation types and their selection, minimum depth of footing,
assumptions and limitations of rigid design analysis.
2 Analysis and design of isolated, combined footings and strap footings.
3 Raft foundation (elastic analysis) and floating foundations.
4 Calculation of immediate and consolidation settlement.
5 Total and differential settlement, tolerable settlement and angular distortion.
6 Numerical problems.
Review Questions
Q1 Write the assumptions and limitations of rigid analysis of shallow foundation
design.
Q2 Explain the various factors to be considered in deciding the location and depth of
shallow foundation.
Q3 Discuss the factors governing choice of raft foundation.
Q4 What is floating foundation? Where it is useful?
Q5 With sketches show the types of shallow foundations and their suitability. (SUK
Dec 2016, 8M)
Q6 What are causes of settlement and what are measures to reduce the settlement?
(SUK, Dec 2016, 4M)
Q7 In what all ways the structure settles, explain with sketches.
Q8 List causes of differential settlement.
Q9
Explain the terms:
i) Total settlement ii) Permissible settlement
iii) Differential settlement iv) Angular distortion ( SUK, May 2016, 8M)
Q10
A footing with width B=2m and L=3m carries a load of 900 kN. It rests on a soil
stratum whose E = 6 x 104kN/m
2 and Poison’s ratio is 0.5. Calculate immediate
settlement of footing if the influence factor is 1.52. (SUK, Dec 2016, 4M)
Department of
Civil Engineering
38
Q11
A column carrying a load of 350 kN is placed on a footing of size 1.0m x 1.5m.
Depth of footing is 1 m below GL. Footing is resting an a 1.5 m thick compressible
soil layer. The properties of compressible soil are Cc = 0.15 and e0 = 0.8. The unit
weight of soil above and below footing is 18 kN/m3. Determine consolidation
settlement of soil layer by assuming 2V:1H pressure distribution. Consider mid
level pressure for analysis. (SUK, Dec 2016, 8M)
Q12
A rectangular foundation of 6.0 m x 4.0 m size carries a uniform load intensity 160
kN/m2 and is located at a depth of 1.5 m in a layer of clay having E = 4 x 10
4kN/m
2
and Poisson’s ratio as 0.38. This clay layer underlain by second layer of silty soil
having E = 7 x 104kN/m
2 and Poisson’s ratio as 0.48. A hard strata lies below the
second layer. Determine the elastic immediate settlement of the foundation. (SUK,
Nov 2017, 8M)
Section II
Unit No Unit Title Planned Hrs.
4 Pile Foundation 06
Lesson schedule
Class
No. Details to be covered
1 Classification and their uses, single pile capacity evaluation by dynamic method.
2 Single pile capacity evaluation by static method.
3 Pile load test & negative skin friction.
4 Group action of piles, spacing of piles in a group, Group efficiency.
5 Under reamed piles – equipment, construction and precautions. Numerical
problems.
6 Numerical problems.
Review Questions
Q1 Write a note on Under-reamed pile. (SUK, May 2014, 6M)
Q2 What is group efficiency of pile group? Explain Converse – Labarre method of
evaluating it.
Department of
Civil Engineering
39
Q3 Write the limitations of the use of dynamic formulae.
Q4 Explain how individual and group action. (SUK, Nov 2017, 6M)
Q5 Write a note on pile load tests
Q6
A precast consrete pile of size 45 cm x 45 cm is driven into stiff clay. The
unconfined compression strength of the clay is 200 kN/m2. Determine the length
of pile required to carry a safe working load of 400 kN with F.S. = 2.5. Take α =
0.55, Nc = 9. (SUK, May 2014, 9M)
Q7
A rectangular pile of section 0.60 m x 0.75 m and length 12 m penetrates a
deposit if clay with c = 42 kN/m2. Assuming m = 0.75, determine the magnitude
of negative skin friction. (SUK, Nov 2017, 6M)
Unit No Unit Title Planned Hrs.
5 Caisson Foundation, Sheet Piles & Coffer Dams 06
Lesson schedule
Class
No. Details to be covered
1 Types of well foundation, elements of well foundation and methods of
construction.
2 Tilt and shifts in well foundation and remedial measures for those.
3 Pneumatic caisson, method of sinking.
4 Caisson disease and sand island method of caisson foundation.
5 Types and material used for sheet piling, Illustrative use of sheet pile walls.
6 Common types of cofferdams, Soil pressure distribution, Braced cofferdam.
Review Questions
Q1 What is coffer dam? Write the various types of cofferdam.
Q2 Draw the cross section of well foundation and name and explain the different
parts.
Q3 What is coffer dam? What are advantages of cellular cofferdam? (SUK, May
2016, 8M)
Q4 Describe the methods of rectifying the tilt in the well during sinking operation.
Department of
Civil Engineering
40
(SUK, Nov 2017, 8M)
Q5 Explain with Fig. sand island method. (SUK, Nov 2017, 8M)
Q6 Explain different types of sheet pile walls and their suitability. (SUK, May
2015, 8M)
Q7 Write a note on safety precautions in pneumatic cassions. (SUK, May n2015,
8M)
Q8 Write different types and materials used for sheet pile. (SUK, Nov 2017, 8M)
Q9 What are advantages and disadvantages of cassion foundation over pile
foundation? (SUK, May 2016, 8M)
Unit No Unit Title Planned Hrs.
6 Stability of Slope & Modern Foundation Techniques 06
Lesson schedule
Class
No. Details to be covered
1 Infinite slopes in cohesive and cohesionless soils.
2 Friction circle method and Swedish slip surface method for finite slopes.
3 Taylor’s stability analysis and landslides.
4 Numerical problems.
5 Stone columns, vibro-flotation, preloading technique.
6 Civil engineering applications of geosynthetics, jet grouting.
Review Questions
Q1 Write a note on stability of an infinite slope of c-ϕ soil in a case when i>ϕ.
Q2 Prove an expression for factor of safety of purely cohesive soil in a infinite slope.
Q3 Prove an expression for factor of safety of purely cohesive soil in a finite slope.
Q4 In Swedish circle method, explain with sketch how tangential and normal
components of weights of slice are found.
Q5 Explain friction circle method of slope stability analysis. (SUK, Nov 2017 8M,
May 16, 8M)
Q6 Name the techniques used in ground improvement techniques and explain any
Department of
Civil Engineering
41
one. (SUK, Nov 2017, 8M)
Q7 Write a note on Vibrofloatation.
Q8 Name the techniques used in ground improvement and explain any one in short.
Q9 Write the use of geotextiles in civil engg projects.(SUK, Dec 2016, 8M, Dec
2015, 4M)
Q10
A slope 1 in 2 with a height of 8 m has the following properties of soil are Cu =
28 kN/m2, angle of internal friction = 10° and unit weight of soil is 18 kN/m
3,
stability number = 0.064. Calculate factor of safety with respect to cohesion.
What will be critical height of the slope in this soil? (SUK, Nov 2017, 8M)
Q11
A 6 m deep cut is to be made in cohesive soil with slope 1 in 1. Properties of soil
are cu = 30 kN/m2, angle of internal friction = 10° and unit weight of soil is 18
kN/m3, stability number = 0.108. Find factor of safety with respect to cohesion.
What will be critical height of the slope in this soil? (SUK, May 2015, 8M)
Model Question Paper
Course Title : Geotechnical Engineering II
Duration: 3 Hrs. Max. Marks: 100
Instructions:
All questions are compulsory.
Figures to the right indicate marks.
Assume suitable data if necessary and state the assumptions made
clearly.
1 Attempt any two
a What information is gathered in general exploration of soil?
b Explain samplers used in soil exploration.
c Write short note on wash boring
2 a Write the assumptions and limitations of rigid analysis of shallow
foundation design.
8
Department of
Civil Engineering
42
b Differentiate between general and local shear failure. 8
3 a A column carrying 250kN on a footing (1.0m x 1.0m) placed on a
compressible soil strata 1.5m thick. The properties are Cc = 0.2 and e0
= 0.7. Assuming γ = 18kN/m3 for above and below the footing
determine settlement. Assume footing at a depth of 1.0m below GL.
Assume 2V:1H pressure distribution and consider mid level pressures
for analysis.
8
b List the factors influencing settlement. 8
4 Solve any two
a Classification and their uses, single pile capacity evaluation by
dynamic method.
6
b A group of 9 piles with 3 piles in a row was driven into soft clay
extending from ground level to a greater depth. The diameter and
length of piles were 30cm and 10m respectively. The unconfined
compression strength of the clay is 70kN/m2. If the piles were placed
90cm c/c, compute the allowable load on pile group on basis of shear
failure criterion for a FOS = 2.5. Take Ns = 9 & α = 1.
9
c Explain pile load test in detail 9
5 a What is coffer dam? Write the various types of cofferdam. 8
b Write about various types of anchorages used in sheet pile walls. 8
8 a Write a note on sand island method of caisson construction. 6
b Explain preloading technique. 6
c An embankment of 10m height is constructed in a soil having c = 0.02
N/mm2, ϕ= 20
o and γ = 6kN/m
3. Find the factor of safety with respect
to cohesion and also the critical height of the embankment. Assume
stability number = 0.05.
4
Assignments
Department of
Civil Engineering
43
List of experiments/assignments to meet the requirements of the syllabus
Assignment No. 1
Assignment Soil and rock exploration CO308.1
All Batches
Q.1. What information is gathered in general exploration of soil?
Q.2. List methods of explorations and explain any one in detail.
Q.3. Explain various purposes for which soil exploration is carried out.
Q.4. Write notes on
i. Wash boring
ii. Types of soil samples
Q.5. Discuss the various factors on which depth of exploration depends
Q.6. What are different modes of failure of rocks? Give one example of
each.
Q.7. Explain the rotary drilling.
Q.8. Explain auger boring (hand and continuous flight augers)
Q.9. What is RQD? Explain in detail.
Q.10. Explain the terms representative and non-representative samples
Assignment No. 2
Assignment Bearing capacity and its evaluation CO308.2
All Batches
Q.1. Draw a neat sketch of plate load setup and indicate the parts.
Q.2. Explain Terzaghi’s method to take care of water table effect on bearing
capacity.
Q.3. Write a note on corrections to be applied to standard penetration number ‘N’.
Q.4. Differentiate between general and local shear failure.
Q.5. Give expression for IS code method of bearing capacity and explain the
terms.
Q.6. Write notes on:
i. Pressuremeter test
ii. Use of plate load test in estimating the probable settlement of footing.
Q.7. Write the assumptions made in Terzaghi’s analysis of determination of
bearing capacity
Q.8. Discuss the factors influencing bearing capacity of soil.
Department of
Civil Engineering
44
Q.9. How do you consider local shear effect in bearing capacity equation.
Q.10. Using Terzaghi’s theory determine the ultimate bearing capacity of a strip
footing 1.5m wide resting on a saturated clay (Cu = 30 kN/m3, ϕu = 0 and γsat = 20
kN/m3), at a depth of 2m below ground level. If the water table rises by 1m,
calculate the percentage reduction in the ultimate bearing capacity. For ϕ = ϕu = 0°,
Nc = 5.7, Nq = 1 &Nγ = 0.
Q.11. A plate load test was conducted with a 30cm square plate at a depth of 1.2m
below the GL, in a cohesive soil having ϕ = 0o, Nc = 5.7, Nq = 1.2 &Nγ = 0. The
failure was observed at a load of 36kN. The water table was observed to be at a
depth of 4.7m below GL. Compute the ultimate bearing capacity for a strip
footing, 1m wide, with its base located at the same level as the test plate and in the
same soil. Take the bulk unit weight of the soil as 16.8 kN/m3. Also calculate the
safe bearing capacity of factor of safety of 3.
Q.12. What is ultimate bearing capacity of a circular footing of 1.5m diameter
resting on saturated clay of c = 50 kN/m2 at the ground surface. Take ϕ = 0.
Q.13. A strip footing at a depth of 1m is required to transmit an inclusive load of
175kN/m to a dry loose sand having the properties :γd = 17kN/m3, c = 0, ϕ = 26
o.
Adopting a factor of safety against shear failure of 3, determine the width of
footing. Use Terzaghi’s bearing capacity factors for ϕ = 18o, Nq = 6.2 &Nγ = 4.0.
Q.14. A square footing located at a depth 1.5m from the ground surface carries a
column load of 150kN. The soil is submerged with effective unit weight 11kN/m3
and ϕ = 30o. Find size of footing using Terzaghi’s theory. Fs = 3.0 and Nq = 10 and
Nγ = 6.0. Consider cohesion-less soil.
Assignment No. 3
Assignment Shallow foundation CO308.3
All Batches
Q.1. Explain the terms:
i. Immediate settlement
ii. Consolidation settlement
Q.2. In consolidation settlement analysis, explain how initial pressure P0 and
increase in pressure ΔP are found (with sketch).
Q.3. List causes of differential settlement.
Department of
Civil Engineering
45
Q.4. In what all ways the structure settles, explain with sketches.
Q.5. List the factors influencing settlement.
Q.6. Give relation between settlement of plate and settlement of foundation.
Explain the use of expression.
Q.7. A square footing of size 1.2m x 1.2m carries a load of 300kN. Footing is
at 1m below GL but on a compressible layer of 1.5m thickness of e0 = 0.7 and
Cc = 0.2. Assume 2V : 1H pressure distribution. Take pressure at mid level of
compressible layer for the analysis. Take γ = 15kN/m3 everywhere.
Q.8. A column carrying 250kN on a footing (1.0m x 1.0m) placed on a
compressible soil strata 1.5m thick. The properties are Cc = 0.2 and e0 = 0.7.
Assuming γ = 18kN/m3 for above and below the footing determine settlement.
Assume footing at a depth of 1.0m below GL. Assume 2V:1H pressure
distribution and consider mid level pressures for analysis.
Q.9. Write the assumptions and limitations of rigid analysis of shallow
foundation design.
Q.10. Explain the various factors to be considered in deciding the location and
depth of shallow foundation.
Q.11. Discuss the factors governing choice of raft foundation
Q.12. What is floating foundation? Where it is useful?
Q.13. With sketches show the types of shallow foundations and their
suitability.
Q.14. When there is need of combined footing? Explain.
Q.15. Give stepwise procedure to design combined trapezoidal footing.
Q.16. Give stepwise procedure to design strap footing.
Q.17. A trapezoidal footing is to be produced to support two square column of
30cm and 50cm sides resp. Columns are 6m apart and the SBC of the soil is
400 kN/m2. The bigger column carries 5000 kN and smaller carries 3000 kN
load. Design a suitable size of the footing so that it does not extend beyond the
faces of the columns.
Q.18. Design a combined footing in a soil of bearing capacity 150kN/m2. The
two column loads of 750kN and 1100kN are at a distance of 5.4m. Both the
column sizes are 0.5m x 0.5m. The column with heavier load is on the
Department of
Civil Engineering
46
boundary of the plot.
Assignment No. 4
Assignment Pile Foundations CO308.4
All Batches
Q.1. Write a note on Under reamed pile.
Q.2. What is group efficiency of pile group? Explain Converse – Labarre
method of evaluating it.
Q.3. Write the limitations of the use of dynamic formulae.
Q.4. Explain how individual and group action of pile differs.
Q.5. What is group efficiency of pile group? Explain Feld’s method of
evaluating it.
Q.6. Write about pile load test.
Q.7. Write a note on classification of piles and their applications
Q.8. Write a note on negative skin friction
Q.9. Write a note on spacing of piles in a group.
Q.10. 200mm diameter, 8m long piles are used as foundation for a column in a
uniform deposit of medium clay (unconfined compression strength = 100
kN/m2 and adhesion factor = 0.9). There are nine piles arranged in a square
pattern of 3x3. For a group efficiency = 1.0, find the spacing between the piles
(neglect bearing).
A reinforced concrete pile weighing 30 kN (inclusive of helmet and dolly) is
driven by a drop hammer weighing 40 kN and having effective fall of 0.8m.
The average set per blow is 1.4cm. The total temporary elastic compression is
1.8cm. Assuming the coefficient of restitution as 0.25 and factor of safety of
2, determine the ultimate capacity and allowable load for the pile.
Q.12. A group of 9 piles with 3 piles in a row was driven into soft clay
extending from ground level to a greater depth. The diameter and length of
piles were 30cm and 10m respectively. The unconfined compression strength
of the clay is 70kN/m2. If the piles were placed 90cm c/c, compute the
allowable load on pile group on basis of shear failure criterion for a FOS =
2.5. Take Ns = 9 & α = 1.
Department of
Civil Engineering
47
Q.13. A group of 16 piles (4 in each row) was in a layered clay soil deposit.
The properties of upper 8m layer are cu = 25kN/m2, ϕ = 0, α = 1. The
properties for lower 10m layer are cu = 40kN/m2, ϕ = 0, α = 0.7. The length of
pile group is 18m. Each pile has diameter of 0.5m and c/c distance is 1m.
Estimate safe load capacity of the group with factor of safety of 2.5, Nc = 9.
Q.14. A reinforced concrete pile of size 30cm x 30cm and 10m long is driven
into coarse sand extending to a greater depth. The average total unit weight of
the soil is 18kN/m3. Determine the allowable load on the pile by static
method. The water table is close to ground surface. Take Nq = 25, ϕ = 32o, δ =
0.75 x ϕ, ks = 1.33 and FOS = 2.5..
Assignment No. 5
Assignment Well foundations, , Caisson, , Sheet pile, coffer dam CO308.5
All Batches
Q.1. What is coffer dam? Write the various types of cofferdam.
Q.2. Draw the cross section of well foundation and name and explain the
different parts.
Q.3. Write the different types of sheet pile and their suitability.
Q.4. Discuss the difficulties in well sinking and remedial measures.
Q.5. What are the advantages of cellular cofferdam over other types of coffer
dam?
Q.6. Write about various types of anchorages used in sheet pile walls.
Q.7. Write a note on sand island method of caisson construction.
Q.8. What are the advantages and disadvantages of caisson foundation over
piles?
Q.9. Write a note on pneumatic caisson and problems associated with them.
Assignment No. 6
Assignment Stability of Slope and modern foundation techniques CO308.6
All Batches
Q.1. Write note on stability of an infinite slope of c-ϕ soil in a case when i> ϕ.
Q.2. Prove an expression for factor of safety of purely cohesive soil in a finite
slope.
Q.3. In Swedish circle method, explain with sketch how tangential and normal
Department of
Civil Engineering
48
components of weights of slice are found.
Q.4. Explain the basic types of failure of finite slope.
Q.5. Write note on
i. Friction circle method
ii. Causes of slope failure
iii. Taylor’s Stability Number
iv. Landslides
Q.6. What do you understand by finite and infinite slopes?
Q.7. Prove an expression for factor of safety of cohesive soil in infinite slope.
Q.8. Prove an expression for factor of safety of non-cohesive soil in infinite
slope.
Q.9. A new canal is excavated to a depth of 5m below ground level, through a
soil having the characteristics : c = 14 kN/m2, ϕ = 15
o, e = 0.8 and G = 2.7.
The slope of bank is 1:1. Calculate the factor of safety w.r.t. cohesion when
the canal is suddenly and completely emptied. Take Sn = 0.083 for ϕ = 15o and
Sn = 0.122 for ϕ = 7.3o
Q.10. An embankment of 10m height is constructed in a soil having c = 0.02
N/mm2, ϕ = 20
o and γ = 6kN/m
3. Find the factor of safety with respect to
cohesion and also the critical height of the embankment. Assume stability
number = 0.05.
Q.11. Data from method of slices for a slope of soil with c = 4 t/m3, ϕ = 25
o
and γ = 1.9 t/m3 is given in table below. Determine factor of safety. Take
angle subtended at centre of curvature by the arc of failure as 104o and radius
of curvature R = 10m.
Slice
No. 1 2 3 4 5 6 7 8
Area
(m2)
0.55 3.0 4.65 5.8 6.15 5.35 3.3 0.2
α (o) -24 -12 -1 11 23 36 52 68
Q.12. A slope is to be constructed at an inclination of 30o with the horizontal.
Determine the safe height of the slope at factor of safety of 1.5. The soil has
the following properties: c = 15kN/m2, Ф = 22.5
o, γ = 19kN/m
3 and Sn =
Department of
Civil Engineering
49
0.046.
Q.13. A canal is with side slope 1:1 in a soil with cohesion = 20kN/m2, Ф =
10o, e = 0.5 and G = 2.65. Determine factor of safety when it is running full. If
canal is suddenly and completely emptied what would be factor of safety?
Take for 1:1 slope, the stability numbers as 0.17, 0.136 & 0.108 corresponding
to angle of internal friction 0o, 5
o and 10
o respectively.
Q.13. Explain stone column.
Q.14. Write a note on Vibrofloatation.
Q.15. Name the techniques used in ground improvement and explain any one
in short.
Q.16. Write the use of geotextiles in civil engg. projects.
Q.17. Explain preloading technique.
Q.18. Describe two situations where Geo-synthetics are essential and how do
they help the condition?
Q.19. Why is anchoring of foundations necessary? What are the methods used.
Q.20. Write a note on jet grouting.
Department of
Civil Engineering
50
Course plan for Engineering Management
Course Code CE 309 Course Engineering Management
Prepared by Mr S.B.Patil Semester AY 2018-19, Sem II
Pre-requisites This course requires the students to know about basic of mathematics,
communication skill, market knowledge, basic term used in banking.
Course Outcomes
At the end of the course the students should be able to:
CO309.1 Recognition1 of the need for Management in any construction field.
CO309.2 Explain2 quantitative techniques for management.
CO309.3 Describe1 importance of Material Management.
CO309.4 Explain2 importance of Engineering Economy in construction field
CO309.5 Justify5legal aspects of management.
CO309.6 Apply3 the knowledge of value engineering and quality management
Mapping of COs with POs
POs
COs
a b C d e f g h i j K
CO309.1 1 1
CO309.2 2 2
CO309.3 2 1
CO309.4 3 2 1
CO309.5 3 2
CO309.6 1 2
1 Mild correlation 2 Moderate correlation 3 Strong
correlation
Department of
Civil Engineering
51
Course Contents
Unit
No. Title
No. of
Hours
Section I
1. a)Importance, Principles of Management (Henry Fayol)b)Functions of
Management: Planning- Importance, Nature, Process Organizing – Types,
Staffing – Importance, Process, Directing – Supervision, Co-ordination,
Communication, Motivation, Leading, Controlling – Importance, Techniques.,
c) Decision Making: Process, decision Tree (Concept Only)
05
2. a)Linear Programming – Simple LP model, Graphical Method, Simplex
Method (Concept Only), b)Transportation Problem, Assignment
Model.c)Sensitivity Analysis (Concept Only)
07
3. Objectives, Need for Inventory Control, EOQ Analysis, ABC analysis, Safety
Stock, Purchase Procedure, Stores Record 06
Section II
4. a)Importance, Time Value of Money, Equivalence, b)Economic Comparison
Methods: Present Worth Method, EUAC method, Capitalized Cost method,
Net Present Value, Rate of Return, Benefit- Cost Ratio, Payback Period
Method, and Linear Break Even Analysis.
10
5. a)Site Organization and Site layout
b)Legal Aspects: Workmen’s Compensation Act, Minimum Wages Act, Child
Labour Act, Building and other construction worker’s act. fatigue and creep.
04
6. a)Value Engineering (Concept only)
b)Work Study (Introduction)
c)Quality Management: Quality Circle, ISO 9000, Sampling and Testing
04
Reference books:
Sr. Title of Book Author Publisher/Edition Topics
Department of
Civil Engineering
52
No. covered
1. Essential of Management Koontz, Dounell
and Weigrick
- 1,3
2. Engineering Economics Layland Blank and
Torquin
Tata McGraw Hill
publication
3,4
3. Fundamentals of Engineering
Economics
Pravin Kumar Wiley India Pvt
Ltd
4,5,6
4. Industrial Business
Management
NadkumarHukeri.
.
Laxmi Publication 1,3,5,6
5. Management and Organization Kast and Rosinweig Tata McGraw Hill
publication
1,2,3,5
Evaluation scheme:
Examination
Scheme
Theory Term Work OE Total
Max. Marks 100 - - 100
Contact
Hours/ week
4 --
Scheme of Marks
Section Unit No. Title Marks
I
1 Introduction to management 20
2 Quantitative techniques 15
3 Material management 15
II
4 Engineering Economics 20
5 Legal Aspect 15
Department of
Civil Engineering
53
6 Quality management 15
Course Unitization
CO Evaluation Remark
CO309.1
CAT 1 1 question on unit 1 and 2 with 15 marks each
CO309.2
CO309.3
CAT 2 1 question on unit 3 and 4 with 15 marks each
CO309.4
CO309.5
CAT 3 1 question on unit 5 and 6 with 15 marks each
CO309.6
Unit wise Lesson Plan
Section I
Unit No Unit Title Planned Hrs.
1 Introduction to Management 05
Lesson schedule
Class
No.
Details to be covered
1 Introduction of management, Principles of Management.
2 Functions of Management: Planning- Nature, Process and Importance, Organizing- Types,
Organization Charts, Site Layout, Staffing
3 Directing, Co-Ordination, Communication- Nature, Process and Importance, Types
Department of
Civil Engineering
54
4 Remaining functions of management-Motivation and Controlling
5 Concept of decision making process.
Review Questions
Q1 Explain in brief the principles of management given by Henry Fayol. (SUK-
NOV-2016, Q.3a)
CO309.1
Q2 What is decision tree? Explain with suitable example. (SUK-NOV-2016, Q.1a)
Q3 Write a short note on importance of planning function. (SUK-NOV-2016, Q.2a)
Q4 Describe the process of decision making.
Q5 Describe in brief directing function of management.
Q6 What are the types of formal organization? Explain any one
Unit No Unit title Planned Hrs.
2 Quantitative techniques 07
Lesson schedule
Class
No.
Details to be covered
1 Linear programming need and importance
2 Simplex method Concept only
3 Simplex method Problem
4 Graphical method Problem
5 Transportation problem
6 Assignment problem
Department of
Civil Engineering
55
7 sensitivity analysis
Review Questions
Q1 Give the step by step procedure to solve Linear Programming problem by
Simplex method.
CO309.2
Q2 Write a short note on procedure to solve assignment problem. (SUK-MAY-
2017, Q.2b)
Q3 Describe in brief the concept of motivation & communication in management
Q4 Determine the initial basic feasible solution to the following transportation
problem using North West corner rule, also state the cost.
D1 D2 D3 D4 Capacity
S1 25 23 21 24 14
S2 27 28 22 25 16
S3 24 23 26 22 5
Requirement 6 10 15 4
Q5 Explain concept of sensitivity analysis. (SUK-MAY 2017, Q.3b)
Unit No Unit Title Planned Hrs.
3 Material management 06
Lesson schedule
Class
No.
Details to be covered
1 Material Management- Objectives, Functions
Department of
Civil Engineering
56
2 Inventory Control- Necessity
3 Techniques ABC Analysis
4 EOQ Analysis.
5 Numerical problems
6 Safety Stocks , Store record method Purchase procedure
Review Questions
Q1 Explain the necessity of inventory control. How do you decide the economic
order quantity?
CO309.3
Q2 State & explain queue structure describing how a customer is picked up from
a queue.
Q3 State the objective of material management.(SUK-MAY 2017, Q.2c)
Q4 Write a short note on ABC analysis(SUK-MAY 2017, Q.2b)
Q5 Short note on safety stock
Q6 What are the functions of material management?(SUK-MAY 2017, Q.3b)
Q7 Explain importance of store records.
Q8 ABC Company requires 80 ton of steel every month. It cost Rs.20, 000/- per
ton. It requires rs.100 to place order once. If investment carrying cost is 10%
of average inventory investment, determine the EOQ. Also find out frequency
of placing the order
SECTION II
Unit No. Unit Title Planned Hrs.
Department of
Civil Engineering
57
4 Engineering Economics 10
Lesson schedule
Class
No.
Details to be covered
1 Introduction & importance of engineering. Economics.
2 Time Value of Money, Equivalence, and cash flow diagram.
3 Numerical problems of Present Worth Method
4 Numerical problems of Equivalent Annual Cost Method
5 Numerical problems of Capitalized Cost Method
6 Numerical problems of Net Present Value
7 Numerical problems of Rate of Return
8 Numerical problems of Benefit Cost Ratio
9 Numerical problems of Payback period method
10 Numerical problems of Linear Break Even Analysis
Review Questions
Q1 Explain the term equivalence and cash flow diagram
CO309.4
Q2 How much money would be accumulated within 8 years if an investor deposits
Rs.9,000 today at 8% compounded biannually.
Q3 Draw typical breakeven point chart and explains its importance.(SUK-MAY
2017, Q.4b)
Q4 Following data pertains to certain project. Using benefit cost ratio state
whether project should be accepted or not-:(SUK-MAY 2017, Q.5b)
Initial investment – Rs.4,50,000
Department of
Civil Engineering
58
Benefits in 1st year - Rs.70,000
Benefits in 2nd year - Rs.80,000
Benefits in 3rd year - Rs.1,40,000
Benefits in 4th year - Rs.1,80,000
Rate of interest - 11 %
Q5 Write a short note on capitalized cost.
Q6 Explain how will you use following methods for economics comparisons
1. Net present value
2. Payback method
Q7 What do you mean by Engineering Economics? Give its importance (SUK-
MAY 2017, Q.4b)
Q8 Define the following terms with neat sketch with reference to break even
analysis.
1. Fixed cost
2. Variable cost
3. Total cost
4. Total sales.
5. Breakeven point
Q9 Using present worth method compare the following equipments and suggest
which should be purchased if rate of interest is 12%(SUK-MAY 2017, Q.4a)
Equipment A Equipment B
Initial Cost 25000 35000
Annual O&M 9000 7000
Salvage Value 2000 3500
Life (in years) 4 6
Q10 Explain various methods of economic comparisons
Department of
Civil Engineering
59
Unit No Unit Title Planned Hrs.
5 Legal Aspect 04
Lesson schedule
Class
No.
Details to be covered
1 Importance Site Layout – Factor Affecting, importance
2 Draw Typical Layout of few Major Construction Projects
3 Child Labour Act. Workmen’s Compensation Act.
4 Minimum Wages Act. Building Act
Review Questions
Q1 Describe in brief the main provisions of child labour act. (SUK-NOV-2016,
Q.4b)
CO309.5
Q2 Write a short note on minimum wages act.
Q3 State the factors affecting site layout. Draw a typical layout for the site of
construction of concrete bridge.
Q4 What do you mean about workmen’s compensation act?(SUK-NOV-2016,
Q.1a)
Unit No Unit Title Planned Hrs.
6 Quality management 04
Lesson schedule
Class
No.
Details to be covered
1 Introduction to Quality management
Department of
Civil Engineering
60
2 Work study application in civil engineering field
3 Value engineering Importance and need
4 Quality circle –Concept
Review Questions
Q1 Explain concept value engineering?(SUK-MAY-2017, Q.5b)
CO309.6
Q2 State & explain quality management
Q3 State the objective of work study(SUK-MAY-2017, Q.6c)
Q4 Explain concept of quality circle with related to civil engineering
Model Question Paper
Course Title : Engineering Management
Duration-3 Hrs. Max. Marks: 100
Instructions:
1 All questions are compulsory
2 Figures to the right indicate full marks.
3 Wherever required neat sketches shall be drawn.
Section-I
1 a) Explain principles of management 10
b) Explain Decision tree concept 05
c) Explain directing function of management 05
2 a) Explain Sensitivity Analysis 05
Department of
Civil Engineering
61
Section-II
4 a) Explain Importance of engineering economy in civil engineering field 05
b) How much must be deposited 11% each year for 7 years, in order to accumulate
Rs 15000 after 7 years.
05
c) Suggest which machine should be purchased from the following data if rate of
interest is 13% ( USE PW Method)
Machine A Machine B
Initial cost Rs 25,000 /- 35,000/-
AOC 800/- 500/-
Salvage Value 2,000/- 3,500/-
Life(Years) 4 6
10
5 a) Explain concept of Site layout 07
b) Determine the initial basic feasible solution to the following transportation
problem using North West corner rule and LCC method, also state the cost.
D1 D2 D3 D4 Capacity
S1 25 23 21 24 14
S2 27 28 22 25 16
S3 24 23 26 22 5
Requirement 6 10 15 4
10
3 a) Explain the necessity of inventory control. How do you decide the economic
order quantity? OR
08
a) What are the functions of material management? 08
b) ABC Company requires 80 ton of steel every month. It cost Rs.20, 000/- per
ton. It requires rs.100 to place order once. If investment carrying cost is 10%
of average inventory investment, determine the EOQ. Also find out frequency
of placing the order
07
Department of
Civil Engineering
62
b) Explain main features of child labour act OR 08
b) Draw a typical site layout for dam project. 08
6 a) Explain value engineering 05
b) What is mean by quality circle ate its importance in construction field 05
c) Explain concept of work study 05
Department of
Civil Engineering
63
Course Plan for Environment Engineering-II
Course code CE 310 Course Environment Eng.-II
Prepared by Mrs. S. A. Kulkarni Semester AY 2018-19, Sem VI
Prerequisites This course require student to know about basic concept of Environmental
Pollution, its types, Environmental Legislation, Water harvesting methods.
Course Outcomes
At the end of the course the students should be able to:
CO310.1 Explain2 sources, quantity and quality of wastewater.
CO310.2 Design5 the primary and secondary treatment unit in sewage water system.
CO310.3 Design5
low cost wastewater treatment units.
CO310.4 Evaluate
3 stream pollution and Apply
4 the knowledge of effluent standards
for wastewater disposal as per norms.
CO310.5 Explain
5 the necessity and importance of solid waste management as well as
various method of solid waste management.
CO310.6 Describe3 air pollution, its effect and controlling techniques.
CO310.7 Design5
sewerage system and treatment system for small urban area.
Mapping of COs with POs
POs
COs
a b c d e f g h i j k l
CO310.1 2 3 3 1
CO310.2 1 3 2
CO310.3 1 3 1 2
CO310.4 3 1 2
CO310.5 2 1 3
CO310.6 2 1 3
CO310.7 1 3 2 1
1 Mild correlation 2 Moderate correlation 3Strong correlation
Course Contents
Unit No. Title No. of
Hours
Section I
1.
Wastewater: Components of wastewater flows, wastewater sources
and flow rate, Variations inflow rates and strength, wastewater
constituents, Characteristic of Municipal waste water, Problems on
B.O.D. calculations, Quantity of storm water, Ground water
infiltration.
Sewerage system: Types, Layout, Types of sewers, Collection
system, Appurtenances, Design of sanitary and storm water sewers,
6
Department of
Civil Engineering
64
Maintenance of sewerage systems Sewage and Sludge pumping,
Location, Capacity, Types of pumps, Pumping station design
2
Primary Treatment: Screening, comminuting, Grit removal, Oil and
Grease trap Primarysettling tank.
Secondary Treatment: Activated sludge process, Process design and
operating parameters,modification of ASP, Operational problems,
Concept of trickling filter, Secondary Settling Tank
6
3
Sludge: Characteristics, Treatment and disposal, Concept of anaerobic
digestion, types of reactors. Low cost wastewater treatment methods-
Principles of waste stabilization pond. Design and operation of
oxidation pond, aerobic & anaerobic Lagoons, Aerated Lagoon,
Oxidation ditch, Septic tank. Selection of alternative Treatment
process flow sheets, Concept of recycling and reuse of sewage.
6
Section II
4.
Stream pollution: Classification, Concept of Self Purification and
DO sag curve. Streeter Phelps’sEquation.
Disposal of wastewater: methods, effluents standards for stream and
land disposal as per MPCB andCPCB standards and
legislation.Concept of environmental impact assessment
6
5.
Solid waste management: Definition, types, sources, characteristics.
Functional outlines, Generation, storage, Collection, Processing
techniques. Methods of treatment of solid waste, Composting,
Incineration, Pyrolysis and Sanitary land filling.Concept of Hazardous
waste management
6
6.
Air Pollution-Definition, Sources and classification of pollutants,
Effects on man material andvegetation.Introduction to Meteorological
aspects such as atmospheric stability, mixing heights, and
plumebehavior.Control of industrial air pollution-Settling Chamber,
Bag Filters, Cyclone separators, Scrubbers,Electrostatic precipitators,
Introduction to global issues-Global warming, Acid rain, Ozone
depletion, Photochemical Smog.Ambient air quality standards
6
Reference Books:
Sr. No. Title of Book Author Publisher/Edition Topics
1 Environmental
Engineering
H.S. Peavy, &
D.R. Rowe McGraw Hill 1,2,3,5
2 Wastewater Engineering
Treatment and Reuse
Metcalf and
Eddy
Tata McGraw-Hill
Edition,2003 1,2,5
3 Waste Water Supply
Engineering Dr. B. C. Punmia
Laxmi Publishers,
New Delhi,1995 Unit-1, 2,3,5,6.
4 Waste Water Supply
Engineering S. K. Garg
Khanna Publishers,
New Delhi,2012 Unit-1, 2,3,5,6.
Department of
Civil Engineering
65
5 Waste Water Supply
Engineering Dr. P. N. Modi
Standard Book
House, New
Delhi,2011
Unit-1, 2,3,5,6.
Evaluation scheme
Examination
Scheme
Theory Term
Work
POE OE Total
Max. Marks 100 25 --- 25 150
Contact
Hours/ week 3 2 -- -- 5
Scheme of Marks
Section Unit No. Title Marks
I
1
Various sources,quantity and quality of wastewater.
Also, methods of wastewater collection and types of
sewerage system.
17
2 Design of primary and secondary treatment unit in
sewage water system. 17
3 Sludgetreatment system and low cost wastewater
treatment units. 16
II
4 Stream pollution and Disposal of wastewater. 17
5 Necessity and importance of solid waste management
and various method of solid waste management. 16
6 Air pollution, its effect and controlling techniques 17
Course Unitization
Section
Unit Course
Outcomes
Mode of Assessment
No. Title
I
1
To explain the operation,
characteristics and parameters of
wastewater and sewers system.
CO310.1
CAT –I
Q. 1,2
2
To discuss the different concepts of
Primary Treatment and Secondary
Treatment. CO310.2
3
To explain the operation,
characteristics of Sludge treatment
system. CO310.3
CAT –II
Q. 1,2
II 4 To discuss the different Stream
pollution and Disposal of wastewater CO310.4
Department of
Civil Engineering
66
5
To explain an overview of different
types of Solid waste management
methods.
CO310.5
CAT –III
Q. 1,2
6
To discuss about air pollution, effects,
control and ambient air quality
standards. CO310.6
Unit wise Lesson Plan
Section I
Unit No Unit Title Planned Hrs.
1 Wastewater and Sewerage system 06
Lesson schedule
Class
No.
Details to be covered
1 Components of wastewater flows, wastewater sources and flow rate, Variations inflow
rates and strength.
2 Wastewater constituents, Characteristic of Municipal waste water such as physical,
chemical and Biological characteristics.
3 Problems on B.O.D. calculations, Quantity of storm water, Ground water infiltration.
4 Sewerage system- Types, Layout, Types of sewers, Collection system, Appurtenances.
5 Design of sanitary and storm water sewers, Maintenance of sewerage systems Sewage.
6 Sludge pumping, Location, Capacity, Types of pumps and design of pumping station.
Review Questions
Q1 Explain variation in flow rates of wastewater. (SUK 16, 5M)
CO310.1
Q2 Explain various sewerage systems and design. (SUK 14, 10M)
Q3 Give design criteria for sanitary sewer.
Q4 Give design criteria for storm water sewer (SUK 14, 6M)
Q5 Write a note on pumping station. (SUK 16, 6M)
Section I
Unit No Unit Title Planned Hrs.
2 Design of Primary and secondary treatment. 06
Lesson schedule
Class
No.
Details to be covered
1 Conceptof primary treatment , Types of screen, comminuting, Grit chamber,
2 Concept of oil and grease trap and primary settling tank. Design of primary settling
tank.
3 Concept of secondary treatment and activated sludge process.
4 Activated sludge process design and operating parameters such as MLSS, MLVSS,
Department of
Civil Engineering
67
F/M ratio, Sludge volume index.
5 Modification of ASP, Operational problems of ASP.
6 Concept of trickling filter and Operational problems of trickling filter.
7 Concept and design of Secondary Settling Tank.
Review Questions
Q1 Explain various primary treatment processes. (SUK 13, 6M)
CO310.2 Q2 Draw flow diagram of primary and secondary treatment process.
Q3 Give design criteria for each treatment unit.
Section I
Unit No Unit Title Planned Hrs.
3 Sludge characteristics and Low cost treatment. 06
Lesson schedule
Class
No.
Details to be covered
1 Characteristics of sludge. Various Treatment and disposal of sludge coming out
after primary and secondary treatment.
2 Concept of anaerobic digestion, types of reactors.
3 Low cost wastewater treatment methods-Principles of waste stabilization pond.
4 Design and operation of oxidation pond.
5 Design and operation ofaerobic & anaerobic Lagoons
6 Design and operation of oxidation ditch, Septic tank.
7 Selection of alternative Treatment process flow sheets, Concept of recycling and
reuse of sewage.
Review Questions
Q1 Explain Sludge characteristics treatment and disposal. (SUK14, 8M)
CO310.3
Q2 Explain concept of anaerobic digestion, types of reactors. (SUK 15,16,
8M)
Q3 Explain low cost wastewater treatment methods and principles of waste
stabilization pond. (SUK 15, 5M)
Q4 Give design criteria and operation of oxidation ditch. (SUK 15,16, 5M)
Q5 Give design criteria and operation of septic tank. (SUK14, 8M)
Section II
Unit No Unit Title Planned Hrs.
4 Stream pollution, purification and disposals of
wastewater
06
Lesson schedule
Class
No.
Details to be covered
1 Concept of Stream pollution and self-purification (SUK16, 8M)
2 Concept of DO sag curve and application of streeter Phelps’s Equation (SUK14,
8M)
3 Knowledge of disposal of waste water methods (SUK16, 5M)
Department of
Civil Engineering
68
4 Knowledge of effluents standards for stream and land disposal as per MPCB and
CPCB standards
Review Questions
Q1 Explain concept of stream pollution and self-purification.
CO310.4 Q2 Explain DO sag curve and derive of streeter Phelp’s Equation.
Q3 Explain methods of disposal of wastewater.
Q4 Give effluents standards for stream and land disposal as per MPCB and
CPCB standards.
Section II
Unit No Unit Title Planned Hrs.
5 Solid waste management and disposal of wastewater 06
Lesson schedule
Class
No.
Details to be covered
1 Definition,types,sources of solid waste.
2 Characteristics of solid waste. Functional outlines of solid waste management
system.
3 Generation, storage, Collection, Processing techniques of solid waste management.
4 Methods of treatment of solid waste-Composting (Concept and types),
Incineration.
5 Concept of Pyrolysis and Sanitary land filling (various types).
6 Concept of Hazardous waste management.
Review Questions
Q1 Explain solid waste with its sources, types and processes needful.(SUK
14, 8M)
CO310.5 Q2 Explain solid waste management.
Q3 Explain various methods of SW treatment. . (SUK 16, 5M)
Q4 Explain concept of hazardous waste management with example. (SUK
16, 6M)
Section II
Unit No Unit Title Planned Hrs.
6 Air Pollution monitoring system 06
Lesson schedule
Class
No.
Details to be covered
1 Concept of air pollution in all aspect
2 Study of atmospheric stability in all aspect
3 Study of settling chamber, bag filters including functions, troubles etc.
4 Concept of cyclone separators, scrubbers and ESP including functions, troubles etc.
Department of
Civil Engineering
69
5 Study of global warming, acid rain, ozone depletion, photochemical Smog etc.
6 Concept of carbon credits, control of vehicular pollution and air quality standards
Review Questions
Q1 Explain concept of air pollution with its effects on man, material and
vegetation.
CO310.6
Q2 Explain plume behavior.
Q3 Explain structure, function and troubles of settling chamber.
Q4 Explain structure, function and troubles of bag filter. (SUK 16 6M)
Q5 Explain structure, function of cyclone separator.
Q6 Explain structure, function of ESP. (SUK 16 6M)
Q7 Explain global warming
Q8 Explain acid rain, ozone depletion and photochemical Smog
Q9 Explain concept of carbon credits and air quality standards
Model Question Paper
Course Title : Environment Engineering-II
Duration: 3Hrs. Max.
Marks: 100
Instructions:
1. All questions are compulsory.
2. Figures to the right indicate full marks
3. Use of non-programmable calculator is allowed
Section-I Marks
1 a Explain with neat sketch the variation in flow and strength of
municipal waste water. 5
b
Draw a neat sketch of sewage pumping station and mention the
function of various components. 6
c
The BOD of sewage incubated for two days at 37"c is 200 mg/l. Find
the standard BOD. Assume BOD rate constant as 0.20 per day, base
10, at 200C.
5
OR
c
Determine the diameter of combined sewer from following data.
Area to be served- 100 Hectares, popuration-50000, water supply
rate- 180 lpcd, Intensity of rainfall- 20 mm/hr, coefficient of runoff-
0.45, Maximum permissible velocity-3 m/s
5
2 a Give the design parameters of bar rack 4
b
Explain the importance of MCRT, HRT, MLVSS and F/Mratio in
activated sludge process 6
c Explain any four modifications of activated sludge process. 6
Department of
Civil Engineering
70
OR
c Explain the biologicalprocess in Trickling filter. 6
3 a Explain sludge thickening methods. 5
b
Design an oxidation ditch for treating sewage with initial BOD5 of
300mg/l for contributing population of 50000 to give an effluent
BOD5 of 30 mg/l. sewage generation rate- 150 mg/l, F/M ratio-0. 1
MLVSS-3000 mg/l. Determine volume of ditch,Length of rotor and
power required.
8
c Distinguish between standard rate and high rate anaerobic digesters. 5
OR
c Explain the principle of oxidation pond. Give the design parameters. 5
Section-II Marks
4
Write short notes on any three:
a) Cyclone separator
b) ESP
c) London smog
d) EIA
e) Sources of solid waste
18
5 Solve any two of the following :
a Which are solid waste composting methods and explain one briefly? 8
b Explain in detail a process of land filling for solid waste
management. 8
c Explain in detail the effects of air pollutants on man. 8
6 Solve any two of the following :
a Explain in detail Do sag curve and self-purification of river. 8
b State various methods of solid waste collection from the City,
Explain one of it in detail 8
c Give the Detailed process for pre and post EIA. 8
Lab Plan
List of experiments/assignments to meet the requirements of the syllabus
Part A
Title List of experiments CO310.1
CO310.2
CO310.3
For all Batches
1. Determine pH of given sample
2. Determine DO of given sample
3. Determine Alkalinity of given sample
4. Determine Chlorides content of given sample
5. Determine BOD of given sample
6. Determine BOD of given sample
Department of
Civil Engineering
71
7. Determine COD of given sample
Part B
Title Demonstration CO310.6
All Batches Demonstration of HVS and Auto exhaust analyzer. Visit Report writing
on HVS.
Part C
Title Design CO310.2
CO310.3
All Batches Design of sewerage system and wastewater treatment system units for
a small urban area.
Part D
Title Visit CO310.1
CO310.2
CO310.3
All Batches Visit to sewage treatment plant and detail report writing on treatment
plant visit.
Department of
Civil Engineering
72
Course plan for Engineering Geology
Course Code CE 311 Course Engineering Geology
Prepared by Mr. Ajitkumar A. Lole Date AY 2018-19, Sem II
Pre-requisites Students should have knowledge of –
1. Rocks (stones) and minerals are basic requirement to construct any type
of building.
2. Earthquake and geological structureswill affect the Civil Engineering
Structures.
Course Outcomes
At the end of the course the students should be able to:
CO311.1 Demonstrate3 the different types of minerals and rocks and their civil
Engineering significance.
CO311.2 Interpret5 the different types of structures present in the rocks and their origin.
CO311.3 Identify1 the causes and effects of earthquake and landslides.
CO311.4 Explain2 groundwater resources and requirement of good building stones.
CO311.5 Assess5 the suitability of site for construction of dams, reservoir, bridges, tunnel
etc.
CO311.6 Identify1stratigraphic sequence with the help of geological maps.
Mapping of COs with POs
PO a b c d e f g h i j K
CO311.1 1 3
CO311.2 3
CO311.3 3 2 1
CO311.4 1
CO311.5 3 1
CO311.6 1
1 Mild correlation 2 Moderate correlation 3 Strong correlation
Department of
Civil Engineering
73
Course Contents
Unit
No. Title
No. of
Hours
Section I
1 Introduction: Definition, scope of Engineering Geology.
Physical Geology: Interior of the Earth. Geological work of river- Erosion
and deposition processes and features, Transportation process, Civil
Engineering Significance.
Mineralogy: Physical properties of minerals.
Petrology: Igneous rocks: Origin, Structures, Classification,
Concordant and disconcordant intrusions, Civil Engineering
significance.
Secondary rocks: Formation, Classification, Structures, Civil Engineering
significance. Grain size classification of sedimentary rocks.
Metamorphic rocks: Agents and Types of Metamorphism, Structures.
08
2 Structural Geology: Strike and Dip, Unconformity-Types, Outliers and
Inliers.
Fold and Fault: Parameters, Classification, Causes, Civil Engineering
significance.
Joint: Types, Civil Engineering considerations.Drawing geological cross
sectionfrom outcrop map
05
3 Earthquake: Causes, Seismic waves, Seismograph, Seismogram, Scale,
Effects.
Landslides: Types, Causes, Prevention of Landslides.
Ground water: Sources of groundwater, Zones of groundwater, Types of
Aquifer, Hydrological properties of aquifers, Pumping Test-methods, data
analysis and numerical.
Building Stones: Engineering properties of rocks, Requirement of good
building stone.
07
Section II
Department of
Civil Engineering
74
4 Surface and Sub-surface Investigations: Preliminary Geological
Investigations, Steps in geological investigations for project site.
Geophysical methods: Resistivity and Seismic methods -Instruments,
methodology, data analysis and numerical.
Exploratory drilling: Observations, Preservation of cores and Core logging,
Core recovery, R.Q.D., numerical.
06
5 Geology of Tunnel and Bridge: Difficulties during tunnelling, Influence of
geological conditions on tunnelling, Geological consideration while choosing
tunnel alignment, Tunnel in folded strata, sedimentary rocks and Deccan
traps. Dependence of types of bridges on geological conditions.
05
6 Geology of Dams and Reservoirs: Preliminary geological survey, Influence
of geological conditions on Location, Alignment, Design and Type of a dam,
Suitable and Unsuitable geological conditions for locating a dam site, Dams
on carbonate rocks, sedimentary rocks, folded strata and Deccan traps,
Suitable and unsuitable geological conditions for reservoir site.
05
Reference books:
Sr.No. Title of Book Author Publisher/Edition Topics
covered
1
Engineering and General
Geology
By Prabin
Singh
S. K. Katariya and sons,
Delhi
1,2,3,4,5,6
2 Groundwater Hydrology Tood D. K John Wiley& Son. New
York
3
3 A Text Book of
Engineering Geology
R. B. Gupte Pune
VidyarthiGrihaPrakashan,
Pune
2,5,6
4 Rultey’s Elements of
Mineralogy
By H. H. Read CBS Publishers &
Distributors, Delhi.
1
Department of
Civil Engineering
75
Evaluation scheme:
Examination
Scheme
Theory Term Work OE Total
Max. Marks 100 50 -- 150
Contact
Hours/ week
3 2 -- 5
Scheme of Marks
Section Unit No. Title Marks
I
1 Physical geology, Mineralogy & Petrology 20
2 Structural Geology 13
3 Earthquake, groundwater & Building stones 13
II
4 Surface and Sub-surface Investigations 21
5 Geology of Tunnel and Bridge 12
6 Geology of Dams and Reservoirs 17
Course Unitization
CO Evaluation Remark
CO311.1
CAT 1 1 question on unit 1 and 2 with 15 marks each
CO311.2
CO311.3
CAT 2 1 question on unit 3 and 4 with 15 marks each
CO311.4
CO311.5
CAT 3 1 question on unit 5 and 6 with 15 marks each
CO311.6
Department of
Civil Engineering
76
Unit wise Lesson Plan
Section I
Unit No Unit Title Planned Hrs.
1 Physical geology, Mineralogy & Petrology 08
Lesson schedule
Class
No.
Details to be covered
1 Definition & scope of Engineering Geology
2 Interior of the Earth & Geological work of river.
3 Physical properties of minerals
4 Igneous rocks (Origin, classification)
5 Igneous rocks (Structures & Civil Engg. Significance)
6 Sedimentary rocks (Origin, classification, structures & Civil Engg. Significance)
7 Metamorphic rocks (Origin, classification)
8 Metamorphic rocks (Structures & Civil Engg. Significance)
Review Questions
Q1 Describe in detail geological work carried out by river with reference to
i. Erosion
ii. Transportation
iii. Deposition (April – 2016 ; Q.1a; Marks – 8)
CO311.1
Q2 What is meant by sedimentary rocks? Give grain size classification of
sedimentary rocks. (April – 2016 ; Q.3b; Marks – 7)
Q3 What is meant by igneous rocks? Give classification of igneous rocks.
Q4 What is meant by metamorphic rocks? Write note on types of metamorphism.
Unit No Unit title Planned Hrs.
2 Structural Geology 05
Department of
Civil Engineering
77
Lesson schedule
Class
No.
Details to be covered
9 Strike and Dip.
10 Unconformity-Types, Outliers and Inliers.
11 Fold and Fault: Parameters.
12 Classification & Causes of fold, fault with their Civil Engineering significance.
13 Joint: Types, Civil Engineering considerations.
Review Questions
Q1 What are folds? Explain with neat sketches Anticlinal fold & Synclinal
Fold.
CO311.2
&
CO311.6
Q2 What is unconformity? Write note on types of unconformity. (April – 2016 ;
Q.3b; Marks – 8)
Q3 Write note on outliers and inliers.
Unit No Unit Title Planned Hrs.
3 Earthquake, groundwater & Building stones 07
Lesson schedule
Class
No.
Details to be covered
14 Causes of Earthquake, Seismic waves.
15 Seismograph, Seismogram, Scale, Effects.
16 Types, Causes & Prevention of Landslides.
17 Sources of groundwater, Zones of groundwater
18 Types of Aquifer, Hydrological properties of aquifers
19 Pumping Test-methods, data analysis and numerical
20 Engineering properties of rocks, Requirement of good building stone.
Department of
Civil Engineering
78
Review Questions
Q1 Explain the different characteristics of good building stone. CO311.3
Q2 What is groundwater? Write note on zones of groundwater.
Q3 What are various types of landslides? Describe the internal causes of
landslides.
Q4 What is groundwater? Write note on sources of groundwater.
SECTION II
Unit No. Unit Title Planned Hrs.
4 Surface and Sub-surface Investigations 06
Lesson schedule
Class
No.
Details to be covered
21 Introduction to Surface and Sub-surface Investigations
22 Preliminary Geological Investigations
23 Steps in geological investigations for project site.
24 Resistivity and Seismic methods -Instruments, methodology, data analysis and numerical
25 Exploratory drilling & Observations
26 Preservation of cores and Core logging, Core recovery, R.Q.D., numerical
Review Questions
Q1 Explain exploratory drilling method with respect to following points
i)Core logging ii) Water loss and water gain
iii) Rate of drilling
CO311.4
Q2 Write short notes on -
i) Observations during drilling (April – 2016 ; Q.5b; Marks – 7)
ii) Limitations of drilling
iii) RQD (April – 2016 ; Q.6a; Marks – 7)
iv) Turbid drill water (April – 2016 ; Q.6a; Marks – 7)
v) Graphical representation of core logging
Department of
Civil Engineering
79
Unit No Unit Title Planned Hrs.
5 Geology of Tunnel and Bridge 05
Lesson schedule
Class
No.
Details to be covered
27 Difficulties during tunnelling.
28 Influence of geological conditions on tunnelling
29 Geological consideration while choosing tunnel alignment
30 Tunnel in folded strata, sedimentary rocks and Deccan traps.
31 Dependence of types of bridges on geological conditions
Review Questions
Q1 Describe the suitable and unsuitable geological conditions for excavation of a
tunnel through sedimentary rocks. (April – 2016 ; Q.5a; Marks – 8) CO311.5
Q2 Explain types of bridges.
Unit No Unit Title Planned Hrs.
6 Geology of Dams and Reservoirs 05
32 Preliminary geological survey for dams and reservoirs.
33 Influence of geological conditions on Location, Alignment, Design and Type of a dam
34 Suitable and Unsuitable geological conditions for locating a dam site
35 Dams on carbonate rocks, sedimentary rocks, folded strata and Deccan traps
36 Suitable and unsuitable geological conditions for reservoir site.
Q1 Explain the importance of core drilling for preliminary geological
investigation for dam site with reference to following points.
i) Core recovery.
CO311.5
Department of
Civil Engineering
80
ii) Drill water loss.
iii) Number of pieces of cores.
iv) Rate of drilling.
Q2 Write notes on
i) Overbreak
ii) Dams on carbonate rocks
iii) Siltation of reservoir
CO311.5
Model Question Paper
Course Title : Engineering Geology
Duration-3 Hrs. Max. Marks: 100
Instructions:
1. Solve any three questions from section I & any three questions from section II.
2. Figures to the right indicate full marks.
3. Draw sketches wherever necessary.
Section-I
1 a) Explain erosional features produced by River with their civil engineering
significance
08
b) Discuss the cooling of magma under Plutonic, Hypabyssal & Volcanic
conditions.
07
2 a) What is meant by Unconformity? Explain types of Unconformity. 08
OR
a) What is meant by fault? Explain classification of faults. 08
b) What is meant by sedimentary rock? Explain grain size classification of
sedimentary rocks.
07
3 Write short notes on any four of the following 20
Department of
Civil Engineering
81
Section-II
4 Write short notes on any four of the following 20
a) RIS
b) Sources of Groundwater
c) Engineering properties of rocks
d) Porosity & Permeability
e) Core logging
5 a) Describe in detail the suitable and unsuitable geological conditions for locating
a tunnel site.
08
OR
a) Describe in detail the suitable and unsuitable geological conditions for locating
a dam site.
08
b) Write brief account on observations during drilling 07
6 a) Explain the following
i) R. Q. D.
ii) Preservation of cores
iii) Core recovery
iv) Turbid drill water
07
b) Following is the data obtained during drilling a borehole along a dam
alignment:
i) Top R. L. of bore: 580 m ii) Bore hole ends at R. L. 530 m
iii) Length of each piece of core recovered between R. L. 543m to R.
L. 540 m. is as follows:
08
a) Internal structure of the earth.
b) Dyke & Sill
c) Scope of Engineering Geology
d) Agents of Metamorphism
e) Pyroclasts
Department of
Civil Engineering
82
14, 13, 09, 02, 07, 12, 11, 07, 10, 11, 13, 12, 10, 14, 12, 05, 04, 15, 12, 15, 14,
15, 17, 12, 14,15. All piece lengths are in cm.
Find out:
i) Total depth of bore
ii) Total length of core recovered
iii) Core recovery
iv) RQD
v) Core loss
vi) Machine Run.
As per conclusion comment on suitability or non-suitability of sites with
justification.
Practical:
List of experiments to meet the requirements of the syllabus
1 Megascopic study of Rock forming minerals CO311.1
2 Megascopic study of Ore forming minerals. CO311.1
3 Megascopic study of Igneous rocks. CO311.1
4 Megascopic study of Secondary rocks. CO311.1
5 Megascopic study of Metamorphic rocks. CO311.1
6 . Study of geological maps
a) Single horizontal series,
b) Single inclined series,
c) One horizontal and one inclined series,
d) Both series are inclined with sill and
e) Both series are inclined with dyke.
CO311.6
7 Study of Structural Geological models. CO311.2
8 Study tour to the places of Engineering Geological importance. CO311.5
Department of
Civil Engineering
83
Course plan for Structural Design and Drawing I
Course Code CE 312 Course Structural Design and Drawing I
Prepared by Mr. Desai Ravindra M. Semester AY 2017-18, Sem II
Pre-requisites This course requires the student to know about the basic concepts like analysis,
design of tension member, compression member, end connections,column,
column bases, truss, bracing, gantry girder, plate girders as components of
industrial building and civil infrastructures.
Course Outcomes
At the end of the course the students should be able to: analyse, design industrial building and
girders.
CO312.1 Analyse4and design
5 industrial steel structurebuilding and it’s different
components
CO312.2 Analyse4
and design5welded plate girder, design of cross section, curtailment of
flange plates, stiffeners and connections.
CO312.3 Analyse4
and design5primary and secondary beams, column, column base and
connections.
CO312.4 Analyse4
and design5Foot Bridge: Influence lines, cross beam, main Truss,
Raker, joint details, support details.
CO312.5 Analyse4
and design5compared with the results of any standard software
package.
Mapping of COs with POs
POs
COs
A b c d e f g H i j k
CO312.1 2 2 3 3
CO312.2 3 3 3 2 3
CO312.3 3 3 2 2 2
CO312.4 2 3 1 1 2
CO312.5 2 2 1 1 2
1 Mild correlation 2 Moderato correlation 3 Strong
correlation
Department of
Civil Engineering
84
Course Contents
Unit
No. Title
No. of
Hours
Section I
1. Design of industrial building including roof truss, purlin, bracings, gantry
girder, column, column base and connections. Three full imperial size drawing
sheets.
30
Section II
2. Design of welded plate girder, design of cross section, curtailment of flange
plates, stiffeners and connections. One full imperial size drawing sheets. 18
3. Design of building including primary and secondary beams, column, column
base and connections. One full imperial size drawing sheets. 18
4. Design of Foot Bridge: Influence lines, cross beam, main Truss, Raker, joint
details, support details 18
Reference books:
Sr.
No.
Title of Book Author Publisher/Edition Topics
covered
6. Design of Steel Structures. Dr. N.
Subramanian
Oxford University
Press, New Delhi. 1,2,3
7. Limit State Design of Steel
Structures
S.K. Duggal Tata Mc-Graw Hill
India Publishing
House
1,2,3,4
8. Design of Steel Structures K.S. Sairam, Pearson 1,2,3,4
9. Design of steel structure by Limit
State Method as per IS: 800- 2007
Bhavikatti S. S International
Publishing House,
1,2,3
Evaluation scheme:
Examination
Scheme
Theory Term Work OE Total
Max. Marks - 50 25 75
Contact
Hours/ week
4 --
Department of
Civil Engineering
85
Scheme of Marks
Section Unit No. Title Marks
I 1 Unit No 1 30
II
2 Unit 2
Any one Design 20 3 Unit 3
4 Unit 4
Important Question Bank for External Oral Examination
1. Explain types of trusses
2. Explain procedure for wind load calculation for the truss
3. Enlist component of truss structure with force developed
4. Explain basic terms :-Pitch, Slope, rise, Spacing of truss, span of truss.
5. What do you mean by Uniaxial and biaxial bending
6. Enlist IS Codes used for Design of steel structure
7. Explain methods of analysis of the truss
8. What are the modes of failure in tension
9. Explain Design procedure of tension member
10. Explain Design procedure of Compression member
11. Explain Design procedure of purlin
12. Explain Design procedure of Bracket
13. Explain Design procedure of Column
14. Explain Design procedure of Column bases
15. What are the types girder
16. Differentiate plate girder and gantry girder
17. What are the forces acting on gantry girder
18. What do you mean by web buckling
19. What do you mean by web crippling
20. What is laterally supported and laterally unsupported beam
21. Explain Design procedure of laterally supported beam
Department of
Civil Engineering
86
22. Explain Design procedure of laterally unsupported beam
MULTIPLE CHOICE QUESTIONS
Q1 The effective length of a compression member of length L held in position and restrained in
direction at one end and effectively restrained in direction but not held in position at the other
end, is
A. 0.85 L B. L C. 2L D. 8L
Q2 A beam is defined as a structural member subjected to
A. transverse loading B. axial loading C. axial and transverse
loading
D. none of these.
Q3 In plastic analysis, the shape factor for circular sections, is
A. 1.5 B. 1.697 C. 1.6 D. none of these.
Q4 A structural member subjected to compressive stress in a direction parallel to its
longitudinal axis, is generally known as
A. Strut B. Stanchion C. Post D. All
Q5 The distance between e.g. of compression and e.g. of tension flanges of a plate girder, is
known as
A. effective depth B. overall depth C. clear depth D. none of these.
Q6 A fillet weld may be termed as
A. convex weld B. mitre weld C. concave weld D. all
Q7 Pick up the correct statement from the following:
A. Horizontal stiffeners
may be placed
alternately on
opposite sides of the
web
B. Single vertical
stiffeners may
be placed
alternately on
opposite sides
of the web
C. Horizontal
stiffeners may be
placed in pairs one
on each side of the
web
D. all
Q8 The most economical section for a column, is
A. rectangular B. solid round C. flat strip D. tubular section
Q9 The minimum edge distance of a rivet line connecting two or more plates, is kept equal to
37 mm plus (where t is the thickness in mm of the thinner outside plate).
A. 6 t B. 2 t C. 4 t D. 8 t
Q10 Web crippling generally occurs at the point where
A. shearing force is
minimum
B. bending
moment is
maximum
C. concentrated loads
act
D. deflection is
maximum
Q11 The rolled steel I-sections are most commonly used as beams because these provide
A. large moment of B. greater lateral C. large moment of D. all
Department of
Civil Engineering
87
inertia with less
cross-sectional area
stability resistance as
compared to other
section
Q12 The thickness t of a single flat lacing should not be less than
A. 1/60 th length
between inner end
rivets
B. 1/30 th length
between inner
end rivets
C. 1/50 th length
between inner end
rivets
D. 1/40 th length
between inner
end rivets
Q13 The Indian standard code which deals with steel structures, is
A. IS : 800(2007) B. IS : 456(2000) C. IS : 1893(2002) D. IS : 875(1984)
Q14 Shear buckling of web in a plate girder is prevented by using
A. vertical intermediate
stiffener
B. horizontal
stiffener at
neutral axis
C. bearing stiffener D. none of the
above
Q15 Economical depth of a plate girder corresponds to
A. minimum
weight
B. minimum depth C. maximum weigh D. minimum
thickness of
web
Q16 Bearing stiffener in a plate girder is used to
A. transfer the load
from the top flange
to the bottom one
B. prevent
buckling of
web
C. decrease
the effective depth
of web
D. prevent
excessive
deflection
Q17 .Minimum thickness of web in a plate girder, when the plate is accessible and also
exposed to weather, is
A. 6mm B. 8mm C. 10mm D. 5mm
Q18 The maximum slenderness ratio of a compression member carrying both dead and
superimposed load is
A. 180 B. 200 C. 250 D. 350
Q19 The maximum slenderness ratio of a steel column, the design of which is governed by wind
or seismic forces is
A. 150 B. 180 C. 250 D. 350
Q20 .Minimum spacing of vertical stiffeners is limited to
A. d/4 B. d/3 C. d/2 D. 2d/3
Q21 Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds
A. 501 B. 851 C. 200t D. 250t
Department of
Civil Engineering
88
Course plan for Seminar
Course Code CE 314 Course Seminar
Prepared by Mr Swastik S Shinde Semester AY 2018-19, Sem II
Pre-requisites This course requires the student to know about the basic concepts of Civil
Engineering.
Course Outcomes
At the end of the course the students should be able to:
CE314.1 Collect2, analyze
3 and present data related to literature.
CE314.2 Prepare2 abstract and report.
CE314.3 Exhibit2 the talent during presentation.
CE314.4 Perform2 literature review on recent technical topics.
CE314.5 Prepare2 a comprehensive report.
CE314.6 Prepare2 a power point presentation.
Mapping of COs with POs
POs
COs
a b c d e f g h i j k
CE314.1 2 2 3 2 2
CE314.2 2 2
CE314.3 3
CE314.4 2
CE314.5 1
CE314.6 1 1
1 Mild correlation 2 Moderato correlation 3 Strong
correlation
Department of
Civil Engineering
89
Course Contents
Description No. of
Hours
The topic for the seminar may be related to Civil Engineering area and
interdisciplinary area related to Civil Engineering such as-
1. Structural Engineering
2. Concrete Technology
3. Environmental Engineering
4. Geotechnical Engineering
5. Transportation Engineering
6. Infrastructural Engineering
7. Water resources Engineering
8. Town & Country Planning
9. Construction Engineering
10. Surveying & Remote Sensing Techniques
11. Project management
12. Legal aspects in Civil Engineering
13. Earthquake Engineering
14. Disaster management
15. Advanced Geology and Remote Sensing
16. Advanced Construction Technology
17. Advanced Engineering Construction Materials
18. Advanced Engineering Construction Methods
19. Planning and Design of Special Buildings
20. Finance Management
21. Engineering Geology
Evaluation scheme:
Examination
Scheme
Theory Term Work OE Total
Max. Marks - 50 50
Contact
Hours/ week
2 -- 2