5th sem civil - Samalkha Group of · PDF fileHELPING HAND FOR CE 5th SEM . ... Draw on a squared paper the influence line for shear force at a section 10 m from 1 end,and using the

Civil Engineering 5th sem. Page 1

2014

EDITED BY: CIVIL ENGG. Deptt

SGI SAMALKHA

HELPING HAND FOR CE 5th SEM


Academic Calendar (Session August – December 2014)

B. Tech. S. No. Details Date

1. Revision Exercise before 1st sessional Exams - 3rd – 4th October, 2014 (Thursday to Saturday)

2. 1st Sessional Exams (One and half Units) - 7th -10th October, 2014 (Tuesday to Friday)

3. 1st Sessonal Result - 15th October, 2014 (Wednesday)

4. Revision Exercise before 2nd sessional Exams - 7th to 8th November, 2014 (Thursday to Saturday)

5. 2nd Sessional Exams (Next one & half Units) - 10th – 13th November, 2014 (Monday to Thursday)

6. 2nd Sessonal Result - 18th November, 2014 (Tuesday)

7. 3rd Sessional (In class Room)(Full Syllabus) - 01st – 4th December, 2014 (Monday to Thursday)

M. Tech. (CSE, ECE, EEE, CE & ME) S. No. Details Date

1. 1st Sessional Examination - 17-18th October, 2014 (Friday-Saturday)

2. 2nd Sessional Examination - 28-29th November, 2014 (Friday-Saturday)

BBA & MBA S. No. Details Date

1. 1st Sessional Examination - 7th-14th October,2014 (Tuesday to Tuesday)

2. 2nd Sessional Examination - 10th – 17th November, 2014 (Monday to Monday)

Fresher’s Party Schedule

S. No. Department Venue Date

1. C. S. E. SH1/A2 Block 20th September, 2014 (Saturday)

2. E. C. E. & E. E. E. SH1/A2 Block 27th September, 2014 (Saturday)

3. M. B. A. and B. B. A. SH1/A2 Block 18th October, 2014 (Saturday)

4. M. E. & M.E. (Auto) SH1/A2 Block 15th November, 2014 (Saturday)

5. C. E. and Aero. Engg. SH1/A2 Block 22nd November, 2014 (Saturday)


List of Pending Holidays in Session 2014-15 (Odd Semester)

S. No. Name of Holiday Date Day of the week

1 Raksha Bandhan 10th August SUNDAY

2 Independence Day 15th August FRIDAY

3 Janmashtmi 18th August MONDAY

4 Mahatma Gandhi Birthday 2nd October THURSDAY

5 Dusshera 3rd October FRIDAY

6 Id-ul-Zuha(Bakrid) 6th October MONDAY

7 Diwali 23rd October THURSDAY

8 Vishwa Karma Day 24th October FRIDAY

9 Haryana Day 1st November SATURDAY

10 Guru Nanak Birthday 6th November THURSDAY

11 Christmas Day 25th December THURSDAY

TABLE OF CONTENT

CONTENT PAGE NO

Scheme of Examination 3

Structural analysis- III 4

Structural analysis- III lecture plan 5

Structural analysis- III assignment 6-13

Design of concrete structure-I -syllabus 14-15

Design of concrete structure-I lecture plan 16-18

Design of concrete structure-I assignment 19-26

Hydrology syllabus 27

Hydrology Lecture plan 28-30

Hydrology assignment 31-38

Geotechnology-I syllabus 39-40

Geotechnology-I lecture plan 41-42

Geotechnology-I assignment 43-50

Project planning and management syllabus 51

Project planning and management lecture plan 52-53

Project planning and management assignment 54-61

Fundamentals of management syllabus 62


Fundamentals of management lecture plan 63-65

Fundamentals of management Assignment 66-73

Structural mechanics- II(p) 74

Concrete lab.(p) 75

Geotechnology (P) 76


CIVIL ENGINNERING

B.TECH 5th

SEMESTER

(SCHEME OF EXAMINATION) SCHEME OF STUDIES & EXAMINATION

B.TECH. 3nd

year Civil Engg. Semester-V S. No Course Title Code Teaching Marks for Marks for Total

Schedule Class Work Exam Marks

L T P Total Sessionals Theory Practical

1 Structural analysis- III CE-301 E 3 2 - 5 50 100 - 150

2 Design of Concrete structure-I CE-303 E 4 2 - 6 50 100 - 150

3 Hydrology CE-305 E 3 2 2 5 50 100 - 150

4 Geotechnology-I CE-307 E 3 2 - 5 50 100 - 150

5 Project Planning and management CE-309 E 3 1 - 4 50 100 - 150

6 Fundamentals of Management HUT-302 E 3 1 - 4 50 100 - 150

7 Structural Mechanics- II(p) CE-311 E - - 2 2 50 - 25 75

8 Concrete Lab.(p) CE-313 E - - 2 2 50 25 75

9 Geotechnology (P) CE-315 E - - 2 2 50 - 25 75

10 Survey camp CE-317 E - - - - 100 - - 100

TOTAL 19 10 06 35 550 600 75 1225

Note: Students will be allowed to use Non-Programmable scientific calculator. However, sharing of calculator will not be

permitted. Duration of theory as well as practical exams time is three hrs for all courses.


B. Tech. V Semester (Civil)

CE-301E STRUCTURAL ANALYSIS-III

L T P/D Total Max.Marks:150

3 2 - 5 Theory:100 marks

Sessionals:50 marks

Duration:3 hrs.

UNIT-I

Influence lines:

Introduction, influence lines for three hinged and two hinged arches, load position for Max.S.F.

and B.M. at a section in the span.

Influence Line for statically indeterminate Beams: Muller-Breslau Principle, I.L. for B.M. & S.F. for continuous Beams.

UNIT-II

Fixed Arches: Expression for H and B.M. at a section, Elastic centre.

Rolling Loads: Introduction, Single concentrated load, uniformly distributed load longer than span, shorter than

span , two point loads, several point loads, Max.B.M. and S.F.Absolute, Max.B.M.

UNIT-III

Kani's Method: Analysis of continuous beams and simple frames, analysis of frames with different column

lengths and end conditions of the bottom storey.

UNIT-IV

Approximate Analysis of frames: (i) for vertical loads, (ii) for lateral loads by Portal method & Cantilever method.

Matrix Methods Introduction, Stiffness Coefficients, Flexibility Coefficients, Development of flexibility &

stiffness matrices for plane frame, Global axis and local axis, analysis of plane frame, pin jointed

and rigid jointed.

Note for Paper-setter: EIGHT questions are to set selecting at least TWO questions from each

unit, covering entire syllabus. Students will be required to attempt FIVE questions selecting at

least ONE question from each unit.

Books Recommended: 1. Indeterminate structures, R.L.Jindal S.Chand & Co.,N.Delhi.

2. Advanced Structural Analysis-A.K.Jain, NemChand & Bros.,Roorkee.

3. Structural Analysis-A Unified Approach, D.S.Prakash Rao,, University Press, Hyderabad.

4. Structural Analysis-A unified classical & Matrix Approach, A.Ghali &

A.M.Neville,Chapman & Hall London.

5. Theory of Strucutres,- Vol. I&II,- S.P.Gupta & G.S.Pandit, Tata McGraw Hill,

N.Delhi.

6. Basic Structural Analysis – C.S. Reddy, Tata McGraw Hill, New Delhi.


Lesson Plan

Subject: STRUCTURAL ANALYSIS-III

Subject Code: CE-301E

Unit

No.

Topic Name Lect.

No.

1

Introduction to influence lines 7

Introduction 1

Influence lines for three hinged arches 3

Influence lines for Two hinged arches 2

load position for Max.S.F. and B.M. at a section in the span. 1

Introduction to Influence Line for statically indeterminate Beams: 4

Muller-Breslau Principle 2

I.L. for B.M. & S.F. for continuous Beams 2

2

Introduction to Fixed Arches: 6

Expression for H and B.M. at a section 4

Elastic centre. 2

Introduction to Rolling Loads:

8

Introduction, Single concentrated load 1

Uniformly distributed load longer than span 2

Uniformly distributed load shorter than span 2

two point loads, several point loads 2

Max.B.M. and S.F.Absolute 1

3

Introduction to Kani's Method: 9

Analysis of continuous beams and simple frames 4

Analysis of frames with different column lengths and end conditions of the

bottom storey

5

4

Approximate Analysis of frames (i) for vertical loads, (ii) for lateral loads by Portal method & Cantilever

method.

3

Introduction to Matrix Methods

8

Stiffness Coefficients 1

Flexibility Coefficients 1

Development of flexibility & stiffness matrices for plane frame 2

Global axis and local axis 2

analysis of plane frame 2


Assignment 1

Q 1. Two wheel loads of 16 KN and 8 KN,at a fixed distance apart of 2m ,cross a beam of

10 m span.Draw the ILD for bending moment and shear force for a point 4 m from

the left abutment,and find the max. bending moment and shear force at that point.

BT-3/D08

Q 2. A simply supported girder has a span of 25 m. Draw on a squared paper the influence

line for shear force at a section 10 m from 1 end,and using the diagram determine the

maximum shearing force due the passage of a knife edge load load of 5 KN ,followed

immediately by a uniformly distributed load of 2.4 KN/m extending over a length of 5 m.The

loads may cross in either direction. BT-3/DX

Q 3. A two hinged parabolic arch has a varying moment of inertia given by I=Ic sec ǿ.It has

a span of 40 m and central rise of 8m.Calculate the max. positive and negative BM at a

section 12 m from the left supportdue to moving point load of 6 KN. BT-5/DX

Q 4. Compare the ordinates of influence lines for reaction Ra for the beam shown in Figure at

1m interval and draw the influence line diagram. The moment of inertia is constant

throughout.

A B C

6m 5m

Q 5. A three hinged Parabolic arch has span of 20 m and rise of 4m .a concentrated load of

150 KN rolls from left to right.Calculate the max. Positive and negative moments at a section

5m from the left end supports.Also Calculate the max. bending moment that may occur

anywhere in the arch. BT-5/D12

Q 6. A beam has a span of 20 m. draw the IL for BM & SF for a section of 8 m from the left

hand support and determine the max. BM & SF for this section due to 2 point loads of 8 KN

and 4 KN at a fixed distance of 2 m apart rolling from left to right with either of the loads

leading. BT-4/D11


ASSIGNMENT 2

Q 1. State and Prove Muller Breslau’s Principle. BT-3/DX

Q 2. Using Muller Breslau’s Principle, draw the influence line for BM at mid span D of span

AB of the continous beam ABC as shown in fig. 1.Determine the Influence line ordinate at

suitable interval and plot them. BT-3/DX

C B D A

4.5

6.0m 9.0m

Q 3. Draw the ILD for the moment of A and shear and moment at B for the beam as shown

in the fig.

B C D E

A

4m 2m 3m 2m

BT-3/D08

Q 4. Using Muller Breslau principal,compute the influence line ordinate at 2m intervals for

moment at mid span of BC of the continous beam ABC as shown in the fig. given below.

A B C

1 2 3 4 5 6 7

6m 12m .

BT-5/D12

Q 5. A beam ABC of uniform section length 2L,is hinged at the collinear supports at its

centre and at ends.derive the equation to the influence lines for bending moments at the

central support.taking L=4m,Plot the influence line to scale indicating values at the every

quarter of each span. BT-3/DX

Q 6. For the conutinous beam shown in fig. draw the ILD for reaction at A,B and C .indicate

the values at every quarter of each span.

A B C

2L L


Assignment 3

Q 1. A parabolic arch fixed at both ends has a span of 42 m and rise of 8.5 m. It is subjected

to concentrated load of 75 KN and 100 KN at 8 m and 16 m respectively from left end.The

I=Ic Sec ǿ. Analyse the arch and find the BM at either supports and at the crown. BT-5/DX

Q 2. A fixed parabolic symmetric arch of span 30 m and central rise 6 m has moment of

inertia at any section I=Ic Sec ǿ,where Ic is the moment of inertia at the crown and ǿ is the

inclination of the tangent with the horizontal.find the reactions at the support where the arch

is subjected to a load of 240 KN acting ata distance of 6 m from the left support.determine

the moment under the load and at the crown. . BT-5/D12

Q 3. A fixed parabolic arch of span 20 m and central rise 4 m has moment of inertia at any

section I=Ic sec ǿ,where I is the moment of inertia at the crown and ǿ is the

inclination of the tangent with the horizontal.The left hand span of arch carries a UDL

of 30 KN/M of horizontal span of arch.Determine the reactions at the supports. BT-

3/D08

Q 4. A fixed arch of span 25 m and rise 5 m is subjected to UDL of 20 KN/M over the entire

span. Assuming I=Ic Sec ǿ. Calculate the internal forces at the crown and springing.BT-3/DX

Q5. A fixed arch of span 60 m has its left springing 9 m below the crown and the right

springing 3 m below the crown.Determine the reactions at the springing,if it is subjected tona

100 KN load at crown assume second variation for the moment of inertia. BT-4/D11

Q 6. A fixed arch of span 35 m and rise 8 m is subjected to UDL of 10 KN/M over the entire

span. Assuming I=Ic Sec ǿ. Calculate the internal forces at the crown and springing.


Assignment 4

Q 1. Derive the expression for the max. BM at an given section due to udl moving over a SS

girder of span L. BT-5/D12

Q 2. Two wheel loads 160 KN and 90 KN spaced 4m apart are moving over a SS beam of 12

m span.Determine the max. shear force and BM that may be developed anywhere on the

beam. BT-5/D12

Q 3. Derive the condition for the max. BM at a given section due to a train of wheel loads

moving over the SS span. BT-5/DX

Q 4. A girder having a span of 18 m is simply supported at the ends.It is transverse by a train

of loads as shown in the figure.The load 50 KN is leading load.Find the max. BM which can

occur

(1) Under 200 KN load.

(2) Under 50 KN load. BT-5/DX

Q 5. A uniformly distributed load of intensity 30 Kn/m crosses a simply supported beam of

span 60 m from left to right. The length of UDL is 15 m.Find the value of max. BM for a

section 20 m from left end.Find also the absolute value of max. BM and SF in the beam.

Q 6. Determine max. SF and max. BM at quarter span from left end when a udl longer than

the span of intensity 20 KN/m,accomplished by a 100 KN concentrated load crosses

the span of 12 m,use influence lines . The concentrated load can occupy any position.

BT-3/D08


Assignment 5

Q 1. Analyze the continuous beam as shown in fig. and draw the BM diagram.

BT-5/DX

Q 2. Analyze the rigid portal frame as shown in fig. by kanis method and draw the BM

diagram.

.

BT-5/D12

Q 3. Analyze the continuous beam as shown in the fig. by Kani’s method and draw the BMD

and deflected shape of beam.

BT-3/D08

Q 4. Analyze the portal frame as shown in the fig by Kani’s method and draw BMD.

BT-3/DX


ASSIGNMENT 6.

Q 1. Analyze the continuous beam shown in the fig by Kani’s method.Flexural rigidity is

constant throughout.

. BT-5/D12

Q 2. Analyze the symmetric frame shown in the fig by Kani’s method and indicate the final

end moments on the sketch shown in fig.

BT-5/DX

Q 3. Using Kani’s rotational contributional method analyze the frame as shown in the fig.

Moment of inertia of the members are shown encircled near the members.

BT-3/D08

Q 4. Analyze the rigid jointed frame as shown in fig. by kani’s method.

BT-3/DX


Assignment 7

Q 1. Using the portal method,analyze the building frame subjected to horizontal forces as

shown in the fig. and sketch BM diagram.

. BT-5/D12

Q 2. Analyze the frame as shown in the fig. by portal method.Also state the assumptions.

BT-3/D08

Q 3. Analyze the frame as shown in the fig by factor method.Stiffness of various members

are indicated in the fig.

BT-3/DX

Q 4. Analyze the frame as shown in the fig. by cantilever method.

BT-4/D11


Assignment 8

Q 1. Analyze the beam as shown in fig. by stiffness matrix method and BM diagram.

BT-3/DX

Q 2. Differentiate between static and kinematic indeterminacy of structure with suitable

examples. BT-5/DX

Q 3. Derive relationship between flexibility and stiffness coefficient method. BT-3/D08

Q 4. Analyze the continuous beam as shown in fig. by stiffness matrix method. Also draw the

BMD. . BT-5/D12

. BT-5/D12



CE-303E DESIGN OF CONCRETE STRUCTURES-I


4 2 - 6 Theory:100 marks

Sessional:50 marks

Duration:4 hrs.

UNIT-I

Elementary treatment of concrete technology: Physical requirements of cement, aggregate, admixture and reinforcement, Strength and

durability, shrinkage and creep. Design of concrete mixes, Acceptability criterion,

I.S.Specifications,

Design Philosophies in Reinforced Concrete:

Working stress and limit state methods, Limit state v/s working stress method, Building code,

Normal distribution curve, characteristic strength and characteristics loads, design values, Partial

safety factors and factored loads, stress -strain relationship for concrete and steel.

UNIT-II

Working Stress Method: Basic assumptions, permissible stresses in concrete and steel, design of singly and doubly

reinforced rectangular and flanged beams in flexure, steel beam theory, inverted flanged beams,

design examples.

Limit State Method:

Basic assumptions, Analysis and design of singly and doubly reinforced rectangular flanged

beams, minimum and maximum reinforcement requirement, design examples.

UNIT-III

Analysis and Design of Sections in shear bond and torsion:

Diagonal tension, shear reinforcement, development length, Anchorage and flexural bond,

Torsional, stiffness, equivalent shear, Torsional reinforcement, Design examples.

Columns and Footings: Effective length, Minimum eccentricity, short columns under axial compression, Uniaxial and

biaxial bending, slender columns, Isolated and wall footings, Design examples.

Serviceability Limit State: Control of deflection, cracking, slenderness and vibrations, deflection and moment relationship

for limiting values of span to depth, limit state of crack width, Design examples.

UNIT-IV

Concrete Reinforcement and Detailing: Requirements of good detailing cover to reinforcement, spacing of reinforcement, reinforcement

splicing, Anchoring reinforcing bars in flexure and shear, curtailment of reinforcement.

One way and Two Ways Slabs: General considerations, Design of one way and two ways slabs for distributed and concentrated

loads, Non-rectangular slabs, openings in slabs, Design examples.

Retaining Walls: Classification, Forces on retaining walls, design criteria, stability requirements, Proportioning of

cantilever retaining walls, counterfort retaining walls, criteria for design of counteforts, design

examples.





Reference Books: 1. Design of Reinforced Concrete Structures,P.Dayaratnam,Oxford & IBH

Pub.,N.Delhi.

2. Reinforced Concrete-Limit State Design, A.K.Jain, Nem Chand & Bros.,Roorkee.

3. Reinforced Concrete, I.C.Syal & A,K,Goel, A.H,Wheeler & Co.Delhi.

4. Reinforced Concrfete Design, S.N.Sinha, TMH Pub.,N.Delhi.

5. SP-16(S&T)-1980, 'Design Aids for Reinforced Concrete to IS:456, BIS, N.Delhi.

6. SP-34(S&T)-1987 'Handbook on Concrete Reinforcement and Detailing', BIS,

N.Delhi.

7. Reinforced Concrete Design – Pillai and Menon, TMH, New Delhi.


LECTURE SCHEDULE FOR DESIGN OF CONCRETE STRUCTURE CE-303 E

S.No

TOPICS No. Of Lectures Reference

1 Elementary treatment of concrete technology

Physical requirements of cement, aggregate admixture

and reinforcement

Strength and durability,

shrinkage

creep

Design of concrete mixes

Acceptability criterion,

I.S.Specifications,

7

1

2

1

1

1

1

T1, T2

2 Design Philosophies in Reinforced Concrete Working stress and limit state methods

Limit state v/s working stress method

Building code

Normal distribution curve

characteristic strength and characteristics loads

Partial safety factors and factored loads

stress -strain relationship for concrete and steel

7

1

1

1

1

1

1

1

T1, T2

3 Working Stress Method:

Basic assumptions

permissible stresses in concrete and steel

design of singly and doubly reinforced rectangular and

flanged beams in flexure

steel beam theory, inverted flanged beams

8

1

2

3

2

T1,T2

4 Limit State Method:

Basic assumptions

Analysis and design of singly and doubly reinforced

rectangular flanged beams

minimum and maximum reinforcement requirement

6

1

3

2

T1, T2


5 Analysis and Design of Sections in shear bond and

torsion:

Diagonal tension

shear reinforcement

development length

Anchorage and flexural bond,

Torsional, stiffness,

equivalent shear,

Torsional reinforcement, Design examples.

9

1

1

1

1

1

1

3

T1,T2

6 Columns and Footings:

Effective length,

Minimum eccentricity,

short columns under axial compression,

Uniaxial and biaxial bending,

slender columns,

Isolated and wall footings, Design examples.

10

1

1

2

2

1

3

T2,T1

7 Serviceability Limit State:

Control of deflection,

cracking, slenderness and vibrations,

Deflection and moment relationship for limiting values

of span to depth,

limit state of crack width, Design examples.

10

2

3

2

3

T1,T2


8 Concrete Reinforcement and Detailing:

Requirements of good detailing cover to

reinforcement,

spacing of reinforcement, reinforcement splicing,

Anchoring reinforcing bars in flexure and shear,

curtailment of reinforcement

8

2

2

4

9 One way and Two Ways Slabs:

General considerations,

Design of one way and two ways slabs for distributed

and concentrated loads,

Non-rectangular slabs, openings in slabs,

Design examples

9

1

3

3

2

Retaining Walls:

Classification,

Forces on retaining walls, design criteria, stability

requirements,

Proportioning of cantilever retaining walls,

counterfort retaining walls,

criteria for design of counteforts, design examples.

6

1

2

1

1

1

Text books

T1=B.C Punmia

T2=A.K Jain


DESIGN OF CONCRETE STRUCTURE CE-303 E

Assignment 1

Q.1) Write the specification for cement, aggregate and water used in general reinforced

concrete construction work. . BT-5/D12

Q.2) write a short note on the following;

(a) Cement

(b) Aggregate

© Admixture

(d) Reinforcement BT-3/D08

Q.3) Describe in detail the tests on fresh concrete in accordance with IS: 516 code.

Q.4) Determine the proportion of ordinary Portland cement, fine aggregate and coarse

aggregate if the maximum size of coarse aggregate is 20 mm. Characteristic strength at 28-

days is expected to be 20 N/mm2

BT-3/DX

Q.5) Design the concrete mix for use in plain cement concrete (PCC) from the following

data:

Characteristic strength= 15 N/mm2 @ 28 days

Type of exposure = moderate

Type of cement = 43 grade OPC

Fineness modulus of coarse aggregate= 6.5

Fineness modulus of fine aggregate= 2.0

Void in coarse and fine aggregate are 35% and 40%

Densities of cement, fine and coarse aggregate are 1500 kg/m3, 1700 kg/m3 and

1600 Kg/m3 BT-5/DX

Q.6) Explain the acceptance criteria of concrete. BT-4/D1



Assignment 2

Q.1) Discuss the salient features of working stress method and ultimate load method.

Q.2) What are the different limit state of design? What are the merits of limit state design

philosophy over other design philosophies?

Q.3) Give stress- strain relationship between steel and concrete. BT-5/DX

Q.4) what do you understand by the terms:

(a) Design values

(b) Factored loads

© Performance of the structure

Q.5) Explain normal distribution cure. . BT-5/D12

Q.6) How will you measure capacity of a structure by carrying out pushover analysis?

BT-3/D08



Assignment 3

Q.1) what are the assumptions for design of a reinforced concrete section for the working

stress method?

Q.2) Explain the permissible stresses which arise in concrete and steel? BT-5/D12

Q.3) Design a rectangular beam to resist a bending moment equal to 75 KNm using M25 mix

and Fe 415grade steel.

BT-3/DX

Q.4) Design a rectangular beam for an effective span of 6m. the superimposed load is 60

KN/m and size of the beam is limited to 30 cm x 60 cm overall. Use M 20 mix and Fe

415 grade steel. BT-3/D08

Q.5) Calculate moment of resistance of a T-beam as shown in figure assuming M20 mix and

fe 415 grade steel. BT-5/DX

750

120

380

50

250

Q.6) An isolated T-beam has a150 cm wide flange which is 10 cm thick. The web is 25 cm.

determine effective width of the flange if, the beam is simply supported having 7 m effective

span.



Assignment 4

Q.1) What are the assumptions for the design of a reinforced concrete section for limit state

of collapse in bending? Derive the stress block parameters for a rectangular cross- section

Q.2) Show that the limiting depth of neutral axis for a rectangular cross-section reinforced

with Fe 415 grade steel is 0.48 d. BT-5/D12

Q.3) A rectangular beam section is 20 cm wide and 35 cm deep up to the centre of

reinforcement. Determine the reinforcement required at the bottom if it has to resist a

factored moment of 40 knm. Use M25 mix concrete and Fe 415 grade. BT-5/DX

Q.4) Design a rectangular section to resist a working bending moment of 150 knm. Use M25

concrete and Fe 415 grade steel and assume suitable proportions. BT-3/D08

Q.5) Find the moment of resistance of a beam section 25 cm by 50 cm deep if it is reinforced

with 2-20 mm bars in compression and tension, each at an effective cover of 50 mm. use M

20 mix and Fe 415 grade steel. BT-3/DX

Q.6) A T-beam of a roof is 75 cm deep up to center of tension steel and has 140 cm effective

flange width. Its flange is 10 cm thick and web is 30 cm wide. Determine the area of tension

steel required to resist a moment of 350 KNm safely. Assume M 25 mix and 500 grade HSD

bars



Assignment 5

Q.1) An RC beam has an effective depth of 300 mm and breadth of 150 mm. it is reinforced

width 4-20 mm Fe 415 grade bars in tension. Determine the shear ressistance of the concrete

beam (σck= 20 N/mm2. BT-5/D12

Q.2) A RC beam has an effective depth of 450 mm and a breadth of 250 mm. It contains 4-

20 mm mild steel bars out of which two bars are to be bent up at 30◦ near the support.

Calculate the sher resistance of the bent up bars. Use M20 mix. BT-3/D08

Q.3) A simply supported beam is 30 cm x 45 cm and has 3-20 mm TOR steel bars going into

the support. If the design shear force at the centre of supports is 150 KN determine the

anchorage length. The width of support is 150 mm. assume M20 mix and 25 mm clear cover.

Recalculate the anchorage length if the main steel is of Fe 500 grade. BT-3/DX

Q.4) determine the shear stress in a 25 cm x 50 cm rectangular section if the shear force is 20

KN and torsional moment is 10 KNm at service load. Assume M20 mix and 0.75% tension

reinforcement at an effective cover of 50 mm. BT-5/DX

Q.5) design a beam 40 cmx 60 cm subjected to a bending moment of 150 KNm, twisting

moment of 20 KNm and a shear force of 100 KN at collapse. Use M25 mix and Fe 415 grade

steel. BT-3/DX

Q.6) A 30cm x 45cm ring beam curved in plan is supported on 4 columns located equidistant

on a circle of 4 m diameter. The diameter of column is 25 cm and factored load intensity on

the ring beam is 100 KN/m. assume suitable data and design the ring beam. BT-4/D11



Assignment 6

Q1. Design an isolated footing of uniform thickness of a R.C.C column bearing a vertical

load of 500 KN and having a base of size 450 mm x 450 mm. the safe bearing capacity of soil

may be taken as 100 KN/m2. Use M-20 concrete and permissible stress in steel= 140 N/mm2.

BT-5/D12

Q.2. A rectangular cantilever beam of span 3.5 m is 30cm x 50 cm. bending moment at the

fixed end due to uniformly distributed service loads is 100KN, out of which 40% moment is

due to permanent load. Check the beam for deflection, assume M25 concrete.

Q.3. what do you understand by short-term and long-term deflection? What are the factors

affecting these deflections? BT-5/DX

Q.4. A rectangular beam is subjected to the following moments/forces at a section.

(a) Bending moment (M) = 36 KNm

(b) Shear force (V) = 26 KNm

© torsional moment (T) = 27 KNm BT-3/D08

Q.5. Design a R.C.C. footing for a 300mm thick brick wall carrying a load of 120 KN per

meter length of the wall. The safe bearing capacity of soil is 90KN/m2. Use M 15 grade of

concrete and mild steel reinforcement. BT3/DX

Q.6. Design a square footing of uniform thickness for an axially load column of 500 mm x

500 mm in size transmitting a load of 600 KN. The safe bearing capacity of soil is 150

KN/sq.m. use M 20 grade of concrete and HYSD reinforcement. BT-4/D11



Assignment 7

Q.1 (a) Explain briefly requirements of a good detailing.

(b) Enumerate various types of retaining walls commonly used. Also, discuss stability criteria

briefly. BT-3/D08

Q.2 Define the following;

(a) Spacing of reinforcement

(b) Reinforcement splicing

© Curtailment of reinforcement BT-5/D12

Q.3 design a floor slab simply supported over a clear san of 3m. the slab is to be finished with

25 mm thick cement concrete flooring. The super-imposed load on the slab is to be 3500 N

per square meter. The bearing of the slab on the supporting walls may be taken as 230 mm.

adopt M 15 grade of concrete and mild steel reinforcement. BT-5/DX

Q.4 Design the floor slab in above question using HYSD or tor-steel as main reinforcement

instead of mild steel reinforcement. The other data remaining the same. BT-3/DX

Q.5 design a reinforced brick floor slab fo a room 2.25 meter wide. The floor is to paved with

20 mm thick mosaic flooring. The superimposed load on the floor may to be assumed to be

2000 N/sq.m. BT-5/D11

Q.6 what are the special consideration should be kept in view while designing reinforced

brick slab? .

BT-5/D11



Assignment 8

Q.1 Design a roof slab over a passage of size 14.77mx 2.77m provided at the entrance of a

public building. The slab is supported by 230 mm wide beams and carries superimposed load

of 3.1 KN/m2. Use M-20 mix and Fe-415 grade of steel. BT-5/D12

Q.2. Design a two way supported R.C. roof slab over a room 5.5 m x6.7 m in size. Treat the

edges of the slab as simply supported and its corners held down. Roof is approachable. Use

M 15 grade of concrete and mild steel reinforcement.

Q.3 Distinguish between one way and two system of reinforcement in reinforced concrete

slab. Describe in brief the steps which should be taken in the design of a two-way reinforced

slab. BT-5/DX

Q.4. Design the vertical stem of a R.C.C. retaining wall 3 m high sand backfill above the top

of the heel slab. The sand backfill weighs 18 KN/cu m and has an angle of repose of

30. BT-3/D08

Q.5. design the base slab of cantilever retaining wall to retain earth 5 m above ground level.

The earth is level with the top. Good soil, suitable for foundation, is available at a depth of

1.25m below the ground level. The earth face is sloping. The vertical wall is 15mm thick at

the top and 500 mm at its junction with the base slab. Bearing capacity of soil = 100 KN/sq

m, wt. of soil = 18 kN/M BT-3/DX

Q.6.Design a T-shaped retaining wall for a height of 5.5 m above the ground level. It retains

earth which weighs 16 KN/m3 and has an angle of response of 30. Maximum pressure on the

ground is limited to 120 KN/m3. BT-4/D11



CE- 305E HYDROLOGY L T P/D Total Max Marks: 150

3 2 5 Theory: 100 Marks

Sessional: 50 Marks

Duration: 3 hrs.

UNIT-I

Introduction:

Hydrologic cycle, scope and application of hydrology to engineering problems, drainage basins

and its characteristics, stream geometry, hypsometric curves.

Precipitation: Forms and types of precipitation, characteristics of precipitation in India, measurement of

preciptation, recording and non recording raingages, raingage station, raingage network,

estimation of missing data, presentation of rainfall data, mean precipitation, depth -area -duration

relationship, frequency of point rainfall, intensity -duration- frequency curves, probable max.

precipitation.

UNIT-II

Evaporation & Transpiration:

Process, evaporimeters and empirical relationships, analytical method, reservoir evaporation and

methods of its control, transpiration, evapotranspiration and its measurement, Penman's equation

and potential evapotranspiration.

Infiltration: Infiltration process, initial loss, infiltration capacity and measurement of infiltration, infiltration

indices.

UNIT-III

Runoff: Factor affecting run-off, estimation of runoff, rainfall-run off relationships, measurement of

stage-staff gauge, wire gauge, automatic stage recorder and stage hydrograph, measurement of

velocity-current meters, floats, area velocity method, moving boat and slope area method,

electromagnetic, ultra-sonic and dilution methods of stream flow measurement, stage discharge

relationship.

Hydrograph: Discharge hydrograph, components and factors affecting shape of hydrograph, effective rainfall,

unit hydrograph and its derivation, unit hydrograph of different durations, use and limitations of

UH, triangular UH, Snyder's synthetic UH, floods, rational methods, empirical formulae, UH

method, flood frequency methods, Gumbel's method, graphical method, design flood.

UNIT-IV

Ground Water:

Occurrence, types of aquifers, compressibility of aquifers, water table and its effects on

fluctuations , wells and springs, movement of ground water, Darcy's law, permeability and its

determination, porosity, specific yield and specific retention, storage coefficient, transmissibility.

Well Hydraulics: Steady state flow to wells in unconfined and confined aquifers.

Books:

Engineering Hydrology by K.Subramanya, TMH, New Delhi

Hydrology by H.M.Raghunath.

Hydrology for Engineers by Linsely, Kohler, Paulhus.

Elementary Hydrology by V.P.Singh


LECTURE SCHEDULE HYDROLOGY CE-305 E

S.No. TOPICS No. Of

Lectures

Reference

1

Introduction:

Hydrologic cycle,

scope and application of hydrology to engineering problems,

drainage basins and its characteristics,

stream geometry,

hypsometric curves.

5

1

1

1

1

1

T1, T2

2 Precipitation:

Forms and types of precipitation,

characteristics of precipitation in India,

measurement of preciptation,

recording and non recording raingages,

raingage station,

raingage network,

estimation of missing data,

presentation of rainfall data,

mean precipitation,

depth -area -duration relationship, frequency of point rainfall,

intensity -duration- frequency curves,

probable max. precipitation.

10

1

1

1

1

1

1

1

1

1

1

1

T1, T2


3 Evaporation & Transpiration:

Process,

evaporimeters and empirical relationships,

analytical method,

reservoir evaporation and methods of its control,

transpiration,

evapotranspiration and its measurement,

Penman's equation and potential evapotranspiration

8

1

1

1

1

1

1

2

T1,T2

4

5

Infiltration:

Infiltration process,

initial loss,

infiltration capacity and measurement of infiltration,

Infiltration indices.

Runoff:

Factor affecting run-off,

estimation of runoff, rainfall-run off relationships,

measurement of stage-staff gauge,

wire gauge,

automatic stage recorder and stage hydrograph,

measurement of velocity-current meters,

floats, area velocity method,

moving boat and slope area method,

electromagnetic,

ultra-sonic and dilution methods of stream flow measurement,

stage discharge relationship.

4

1

1

1

1

15

1

2

1

1

1

1

2

2

1

2

1

T1, T2


6 Hydrograph:

Discharge hydrograph,

components and factors affecting shape of hydrograph,

effective rainfall, unit hydrograph and its derivation,

unit hydrograph of different durations, use and limitations of

UH,

triangular UH, Snyder's synthetic UH,

floods, rational methods,

empirical formulae,UH method,

flood frequency methods,

Gumbel's method,graphical method,

design flood.

11

1

2

1

2

1

1

1

1

1

7

8

Ground Water:

Occurrence, types of aquifers,

compressibility of aquifers,

water table and its effects on fluctuations ,

wells and springs,

movement of ground water,

Darcy's law,

permeability and its determination, porosity,

specific yield and specific retention, storage coefficient,

transmissibility

Well Hydraulics:

Steady state flow to wells in unconfined and confined aquifers.

8

1

1

1

1

1

1

1

1

2


HYDROLOGY CE-305 E

Assignment 1

Q1. Describe the hydrological cycle. Explain briefly the man’s interference in various

parts of this cycle. BT-3/D08

Q2. Discuss the hydrological water budget with an example. BT-3/D08

Q3. Estimate the constant rate of withdrawal from a 1375 ha reservoir in a month of 30

days during which the reservoir level dropped by 0.75 m in spite of an average inflow

into the reservoir of 0.5 Mm3/day. During the month the average seepage loss from

the reservoir was 2.5 cm, total precipitation on the reservoir was 18.5 cm and the total

evaporation was 9.5 cm. BT-3/DX

Q4. Two and half centimeters of rain per day over an area of 200 km2

is equivalent to

average rate of input of how many cubic meters per second of water to that area?

BT-3/DX

Q5. Give the applications of hydrology. BT-3/D08

Q6. A river reach had a flood wave passing through it. At a given instant the storage of

water in the reach was estimated as 15.5ha.m. What would be the storage in the reach

after an interval of 3 hours if the average inflow and outflow during the time period

are 14.2m3/s and 10.6m

3/s respectively? BT-3/D08


HYDROLOGY CE-305 E

Assignment 2

Q1. What are various forms and types of precipitation? BT-3/DX

Q2. Describe the different methods of recording of rainfall. BT-3/DX

Q3. Explain briefly the following relationships relating to the precipitation over a basin:

(a) Depth- area relationship

(b) Intensity duration frequency curves

(c) Frequency of point rainfall BT-3/DX

Q4. Describe raingage, its station and its network. BT-3/D08

Q5. Following are the data of a storm as recorded in a self-recording rain gauge at a

station:

Time from the beginning of

Storm (min) 10 20 30 40 50 60 70 80 90

Cumulative rainfall (mm) 19 41 48 68 91 124 152 160 166

BT-3/D08

Q6. Analysis of data on maximum one day rainfall depth at madras indicated that a depth

of 280mm had a return period of 50 years. Determine the probability of a one-year

rainfall depth equal to or greater than 280mm at madras occurring (a) once in 20

successive years. BT-3/DX


HYDROLOGY CE-305 E

Assignment 3

Q1. Explain briefly the evaporation process. BT-3/D08

Q2. Discuss the importance of evaporation control of reservoirs and possible methods of

achieving the same. BT-3/D08

Q3. Define the following

(a) Transpiration

(b) Evapotranspiration

(c) Evaporimeters BT-3/DX

Q4. Explain the energy budget method of estimating evaporation from a lake. BT-3/DX

Q5. List the various data needed to use penman’s equation the potential evapotranspiration

from a given area. BT-3/DX

Q6. Calculate the evaporation rate from an open water source, if the net radiation is 300

w/m2 and the air temperature is 30 c. assume value of zero for sensible heat, ground heat

flux, heat stored in water body and advected energy. The density of water at 30c =996 kg/m3.

BT-3/D08


HYDROLOGY CE-305

Assignment 4

Q1. The infiltration capacity of soil in a small watershed was found to be 6 cm/h before a

rainfall event. It was found to be 1.2 cm/h at the end of 8 hours of storm. If the total

infiltration during the 8 hours period of storm was 15 cm, estimate the value of the decay

coefficient kh in horton’s infiltration capacity equation. BT-3/D08

Q2. Discuss the factors affecting the infiltration capacity of an area. BT-3/D08

Q3. Explain briefly the infiltration process and the resulting soil moisture zones in the

soil. BT-3/DX

Q4. Distinguish between infiltration capacity and infiltration rate. BT-3/DX

Q5. Describe various models adopted to represent the variation of infiltration capacity

with time. BT-3/DX

Q6. The infiltration process at capacity rates in a soil is described by kostiakov’s equation

as fp=3.0 t0.7 where fp is cumulative infiltration in cm and t is time in hours. Estimate

the infiltration capacity at (a) 2.0 h and (b) 3.0 h from the start of infiltration.

BT-3/DX


HYDROLOGY CE-305

Assignment 5

Q1. List the factors affecting the seasonal and annual runoff. BT-3/D08

Q2. Give rainfall-run off relationships. BT-3/D08

Q3. Define the following

(a) Run-off

(b) Wire gauge

(c) Floats

(d) Automatic stage recorder

(e) Stage hydrograph BT-3/DX

Q4. Explain dilution method of stream flow measurement. BT-3/DX

Q5. Explain ultrasonic method of stream flow measurement. BT-3/DX

Q6. The mean monthly rainfall and temperature of a catchment near Bangalore are given

below. Estimate the annual runoff volume and the corresponding runoff coefficient by using

khosal’s runoff formula.

Month Jan Feb mar Apr May Jun July Aug Sep Oct Nov Dec

Temp ( C ) 24 27 32 33 31 26 24 24 23 21 20 21

Rainfall (mm) 7 9 11 45 107 71 111 137 164 153 61 13

BT-3/D08


HYDROLOGY CE-305

Assignment 6

Q1.List the factor affecting a flood hydrograph. Discuss the role of these factors. BT-3/DX

Q2.what is the main component of discharge hydrograph and factors affecting shape of

hydrograph. BT-5/D12

Q3.define the following

( a ) unit hydrograph

( b ) floods

( c ) hydrograph BT-3/D08

Q4. What is unit hydrograph? Give its limitation also .BT-3/D08

Q5 explain and also give difference between gumbel’s method, graphical method and rational

method. BT-3/DX

Q6. Two catchment A and B are considered meteorologically similar. Their catchment

characteristics are given below.

Catchment A Catchment B

L=30 km

Lca= 15 km

A= 250 km2

L= 45 km

Lca= 25 km

A= 400 km2

For catchment A, a 2-h unit hydrograph was developed and was found to have a peak

discharge of 50 m3/s. the time to peak from the beginning of rainfall excess in this unit

hydrograph was 9.0h. Using snyder method, develop a unit hydrograph for catchment B.


HYDROLOGY CE-305

Assignment 7

Q1.Distinguish between

( a ) Aquifer and Aquitard

( b ) Unconfined Aquifer and a leaky aquifer

( c ) Wells and Springs BT-5/DX

Q2.Give Darcy’s law. BT-5/D12

Q3. Explain briefly

( a ) Porosity

( b ) Transmissibility

( c ) Specific retention

Q4. Explain the behavior of water level in wells in confined aquifers due to changes in the

atmospheric pressure. BT-3/D08

Q5. Describe the ground water resources in India and its utilization.

BT-3/DX

Q6. Give the concept of movement of ground water. BT-4/D11

\


HYDROLOGY CE-305

Assignment 8

Q1. A 30 cm diameter well completely penetrates a confined aquifer of permeability 45

m/day. The length of the strainer is 20 m. under steady state of pumping the drawdown at the

well was found to be 3.0 m and the radius of influence was 300 m. calculate the discharge.

BT-5/D12

Q2. A 30 cm diameter well completely penetrates a unconfined aquifer of saturated depth

of 40 m. After a long period of pumping at a steady rate of 1500 lpm, the drawdown in two

observation wells 25 and 75 m from the pumping well were found to be 3.5 and 2.0 m

respectively. Determine the transmissivity of the aquifer. Water is the drawdown at the

pumping well? BT-5/DX

Q3. A 30 cm well penetrating a confined aquifer is pumped at a rate of a 1200 lmp. The

drawdown at an observation well at a radial distance of 30 m is as follows.

Q4. Describe the recovery test to estimate the trasnsmissivity of a confined aquifer.BT-

3/DX

Q5. Give the steady state flow to wells in confined aquifers BT-4/D11

Q6. Give the steady state flow to wells in unconfined aquifers. BT-3/D08



CE-307E GEOTECHNOLOGY-I

L T P/D Total Max.Marks: 150

3 2 – 5 Theory: 100 marks

Sessionals: 50 marks

Duration: 3 hrs

UNIT-I

Sub-Surface Exploration Purpose, stages in soil exploration, depth and lateral extent of exploration, guidelines for various

types of structures, ground water observations, excavation and boring methods, soil sampling and

disturbance, major types of samplers, sounding methods-SCPT, DCPT, SPT and interpretation,

geophysical methods, pressure-meter test, exploration logs.

Drainage & Dewatering Introduction, ditches and sumps, well point systems, shallow well system, deep well drainage,

vacuum method, Electro-osmosis, consolidation by sand piles.

UNIT-II

Shallow Foundations-I

Design criteria for structural safety of foundation( i ) location of footing,(ii) shear failure

criterion, (iii) settlement criterion, ultimate bearing capacity, modes of shear failure, Rankine's

analysis Tergazi's theory, Skempton's formula, effect of fluctuation of G.W.T. , effect of

eccentricity on bearing capacity, inclined load, I.S Code recommendations, factors affecting

bearing capacity, methods of improving bearing capacity.

Shallow Foundations-II Various causes of settlement of foundation, allowable bearing pressure based on settlement,

settlement calculation, elastic and consolidation settlement, allowable settlement according to

I.S.Code. Plate load test and its interpretation, bearing capacity from penetration tests, design

bearing capacity.

Shallow Foundations-III Situation suitable for the shallow foundations, types of shallow foundations and their relative

merits, depth of foundation, footing on slopes, uplift of footings, conventional procedure of

proportioning of footings, combined footings, raft foundations, bearing capacity of raft in sands

and clays, various methods of designing rafts, floating foundations.

UNIT-III

Pile Foundations-I Introduction, necessity of pile foundations, classification of piles, load capacity, static analysis,

analysis of pile capacity in sands and clays, dynamic analysis, pile load tests, negative skin

friction, batter piles, lateral load capacity, uplift capacity of single pile, under-reamed pile.

Pile Foundations-II Group action in piles, pile spacing, pile group capacity, stress on lower strata, settlement analysis,

design of pile caps, negative skin friction of pile group, uplift resistance of pile group, lateral

resistance, batter pile group.

UNIT-IV

Drilled Piers and Caisson Foundations Drilled piers-types, uses, bearing capacity, settlement, construction procedure.

Caissons-Types, bearing capacity and settlement, construction procedure.


well foundations-shapes, depth of well foundations, components, factors affecting well

foundation design lateral stability, construction procedure, sinking of wells, rectification of tilts

and shifts, recommended values of tilts & shifts as per I.S.3955.




Books Recommended Basic And Applied Soil Mechanics by Gopal Ranjan & ASR Rao. New Age Int.(P)Ltd..

Analysis and Design of Sub-Structures by Swamisaran, IBH & Oxford.

Principles of Foundation Enginering By B.M.das, PWS Kent, Boston.

Foundation Analysis & Design by J.E.Bowles, McGraw Hills.

Design Aids in Soil Mechanics & Foundation Engineering by S.R.Kaniraj, McGraw

Hills.

Foundation Design by Teng, Prentice Hall, India.


LECTURE PLAN


S.No.

Topics References No. Of

lectures

1 Sub-Surface Exploration Purpose, stages in soil exploration, depth and lateral extent of

exploration, guidelines for various types of structures, ground water

observations, excavation and boring methods, soil sampling and

disturbance, major types of samplers, sounding methods-SCPT,

DCPT, SPT and interpretation, geophysical methods, pressure-meter

test, exploration logs.

R1

R2

7

2 Drainage & Dewatering Introduction, ditches and sumps, well point systems, shallow well

system, deep well drainage, vacuum method, Electro-osmosis,

consolidation by sand piles.

R-1

3

3 Shallow Foundations-I

Design criteria for structural safety of foundation( i ) location of

footing,(ii) shear failure criterion, (iii) settlement criterion, ultimate

bearing capacity, modes of shear failure, Rankine's analysis Tergazi's

theory, Skempton's formula, effect of fluctuation of G.W.T. , effect of

eccentricity on bearing capacity, inclined load, I.S Code

recommendations, factors affecting bearing capacity, methods of

improving bearing capacity

R-1

R-2

4

5 Shallow Foundations-II Various causes of settlement of foundation, allowable bearing

pressure based on settlement, settlement calculation, elastic and

consolidation settlement, allowable settlement according to I.S.Code.

Plate load test and its interpretation, bearing capacity from penetration

tests, design bearing capacity.

R-1

R-2

4

6 Shallow Foundations-III

Situation suitable for the shallow foundations, types of shallow

foundations and their relative merits, depth of foundation, footing on

slopes, uplift of footings, conventional procedure of proportioning of

footings, combined footings, raft foundations, bearing capacity of

raft in sands and clays, various methods of designing rafts, floating

foundations

R-2

R-2

2

2


7 Pile Foundations-I Introduction, necessity of pile foundations, classification of piles, load

capacity, static analysis, analysis of pile capacity in sands and clays,

dynamic analysis, pile load tests, negative skin friction, batter piles,

lateral load capacity, uplift capacity of single pile, under-reamed pile.

R-1

R-2

4

8

Pile Foundations-II

Group action in piles, pile spacing, pile group capacity, stress on

lower strata, settlement analysis, design of pile caps, negative skin

friction of pile group, uplift resistance of pile group, lateral resistance,

batter pile group.

R-1

4

9 Drilled Piers and Caisson Foundations Drilled piers-types, uses, bearing capacity, settlement, construction

procedure.

Caissons-Types, bearing capacity and settlement, construction

procedure.

well foundations-shapes, depth of well foundations, components,

factors affecting well foundation design lateral stability, construction

procedure, sinking of wells, rectification of tilts and shifts,

recommended values of tilts & shifts as per I.S.3955.

4



ASSIGNMENT-1

1. Write a short note on Geophysical exploration using electrical resistivity BT-5/D12

2. Under what circumstances are geophysical methods used in exploration? Discuss

the usefulness of dynamic cone penetration test and its limitation. Write a brief

note on wash borings. BT-5/DX

3. What are the various steps considered in planning of sub-surface exploration

programme? Describe the standard penetration test. In what way is it useful in

foundation design? BT-3/D08

4. Why are sample required? Describe any one procedure of obtaining undisturbed

samples for a multi-storeyed building project.

BT-3/DX

5. A SPT was performed at a depth of 20 m in a dense sand deposit with a unit weight

of17.5KN/m2. If the observed N –values is 48, what is the N- value corrected for

overhead? BT-3/DX

6. The inner diameter of a sampling tube and that of a cutting edge are 70 mm and 68

mm respectively, their oughter diameter 72 and 74 mm, respectively. Determine

the inside clearance, outside clearance and area ratio of the sampler. BT-3/D08



ASSIGNMENT-2

Q.1. What do you mean by ditches and slumps. BT-3/D08

Q.2. Explain well point system of dewatering system? BT-3/DX

Q.3. What are the various dewatering system?

Q.4. Explain vaccume method for forced flow?

BT-5/DX

Q.5. Explain Electro-osmosis method? BT-5/D12

Q.6. Give the methods for the lowering of ground water table. BT-4/D11



ASSIGNMENT-3

1. (a) What are the general considerations in choice of a foundation type?

(b) How is the depth of foundation determined? BT-3/D08

2. (a) How is the settlement of footings estimated?

(b) Write a note on the methods of proportioning of footings for equal settlement.

BT-5/D12

3. What is the minimum depth required for a foundation to transmit a pressure 60

KN/m2 in a cohesion less soil with γ=18 Kn/m3 and ф= 18◦? What will be the

bearing capacity if a depth of 1.5m is adopted according to Rankine”s approach?

BT-3/DX

4. Calculate the ultimate bearing capacity of astrip footing, 1 m wide, in asoil for γ=18

KN?m3< c=20 KN?m2, and ф=20, at adepth of 1m. use Rankine’s and Bell”s

approaches. BT-4/D11

5. A continuous footing of width 2,5m rests 1.5 m below the ground surface in clay. The

unconfined compressive strength of the clay is 150 KN/m2. Calculate the ultimate

bearing capacity of the footing. Assume unit weight of soil is 16 KN/m3. BT-5/DX

6. Explain how a foundation may be designed when a dense stratum overlies a loose

one.



ASSIGNMENT-4

1. How are eccentrically loaded footings designed? BT-5/D12

2. Proportion a strap footing for the following data:

Allowable soil pressures:

For DL= reduced LL: 180KN/cm2

For DL=LL: 270 kn/m2

columnA column B

DL 500KN 660 KN

LL 400KN 850KN

Distance C/c of columans:5m

Projection beyond column A not to exceed 0.5 m. BT-5/DX

3. (a) Explain the circumstances under which a strap footing is used

(b) What is the basis for design of strap footings? BT-3/D08

4. A raft, 9mx 27m, is founded at a depth of 3m in sand with a value of N=25 up to great

depth. Determine the total load which the raft can support. If the rate is designed as a

footing foundation, what will be the load it can support? BT-3/DX

5. A building is supported symmetrically on nine columns, spaced at 4.5 c/c. at the

chosen depth of 2m, the allowable bearing capacity is 300 KN/m2; γ=18 KN/m

BT-4/D11

6. A square footing is required to carry a net load of 1200KN. Determine the size of the

footing if the depth of foundation is 2 m and tolerable settlement is 40 mm. the soil is

sandy with N=12, F.S.=3, water table is very deep. Use Teng’s equation.



ASSIGNMENT-5

1. Write brief critical notes on the bearing capacity of piles. BT-3/D08

2. Explain the function of pile foundation and show how the bearing capacity of

foundation can be estimated

3. Give the method to determine the bearing capacity of a pile in clay soil, what is group

effect and how will you estimate the capacity of a pile group in clay? BT-5/D12

4. What will be penetration per blow of a pile which must be obtained in driving with a3

t steam hammer falling through 1m allowable load is 25 tonne. BT-3/DX

5. Distinguish between driven and bored piles. Explain why the settlement of a pile

foundation will be many times that of a single pile even through the load per pile on

both cases is maintained the same. BT-4/D11

6. Outline the procedure to determine the bearing capacity of a single driven pile and

that of a group of piles in a thick layer of soft clay. BT-5/DX



ASSIGNMENT-6

1. Determine the group efficiency of a rectangular group of piles with 4 rows, 3 piles per

row, the uniform pile spacing being 3 times the pile diameter. If the individual pile

capacity is 100 KN, what is the group capacity according to this concept? BT-5/D12

2. A n pile group has to be proportioned in uniform pattern in a soft clay with equal spacing

in both direction. Assuming any value for cohesion, determine the optimum spacing

of the pile in the group. Take n=25 and m=0.7. Neglect the end bearing effect and

assume that each pile is circular in section. BT-3/D08

3. A 45 cm diameter concrete pile 7 m long is subjected to a horizontal load of 20 KN at a

height of 2m above the ground. Taking ηh- 20 N/cm3 and E for R.C.C. pile= 3x 10 N/cm2<

calculate the maximum deflection and maximum moment induced in the pile.

4. A group of 16 piles of 600 mm diameter is arranged in a square pattern with centre to

centre spacing of 1.2m. The piles are 10 m long and are embedded in soft clay with cohesion

of KN/m2. Bearing resistance may be neglected for the piles. Adhesion factor is0.6.

Determine the ultimate load capacity of the pile group. BT-5/DX

5. A square pile of section 50x 50cm and 10 m long penetrates a deposit of clay with C= 40

KN/m2. Taking m=0.7, determine the load carried by the pile by skin frication.

BT-3/D08

6. A single pile with free head is subjected to lateral load at the ground surface. The

deflection under a load of 20 KN is 2 cm. Compute the deflection if the pile were fixed at the

head. BT-3/DX


ASSIGNMENT-7

1. What do you mean by drilled piers/? Give its various types. BT-3/DX

2. How settlement can be controlled give its procedure? BT-4/D11

3. Give the various steps involved in the construction of drilled piers. BT-5/D12

4. What is a”cassion”? How are caissons classified base on the method of contraction?

5. Explain an ‘open caisson’ with a sketch showing all the component parts. BT-3/D08

6. Describe the component parts of a Pneumatic caisson with a neat sketch. BT-5/DX


ASSIGNMENT-8

1. Enumerate the various methods for the analysis of lateral stability of a well acted on

by horizontal forces. BT-5/D12

2. How is the I.R.C. Method for the analysis of the lateral stability of a well foundation

superior?

3. What is a ‘Floating cassion’? How is its stability checked? BT-5/DX

4. Discuss the construction aspects of well foundations. What are “tilts and Shifts”?

What are the remedial measures to control these?

BT-3/DX

5. A cylindrical open cassion, 18 m deep, has the external and internal diameters of 7.5

m and 6 m respectively. Taking the water level to be 1m below the top, determine the

thickness of the concrete seal required. Assume σc=2360KN/m2 and

γc=24KN/m3.allowable perimeter shear stress=660 KN/m2. BT-3/D08

6. What is Grip length of well? What are the considerations in the determination of the

grip length? BT-4/D11



CE-309E PROJECT PLANNING & MANAGEMENT


3 1 - 4 Theory: 100 marks

Sessionals: 50 marks

Duration: 3 hrs.

UNIT-I

Construction Management Significance, objectives and functions of construction management, types of constructions,

resources for construction industry, stages for construction, construction team, engineering

drawings.

Construction Contracts & Specifications

Introduction, types of contracts, contract document, specifications, important conditions of

contract, arbitration.

UNIT-II

Construction Planning Introduction, work breakdown structure, stages in planning-pre-tender stages, contract stage,

scheduling, scheduling by bar charts, preparation of material, equipment, labour and finance

schedule, limitation of bar charts, milestone charts.

Construction Organization Principles of Organization, communication, leadership and human relations, types of

Organizations, Organization for construction firm, site organization, temporary services, job

layout.

UNIT-III

Network Techniques in Construction Management-I:CPM Introduction, network techniques, work break down, classification of activities, rules for

developing networks, network development-logic of network, allocation of time to various

activities, Fulkerson's rule for numbering events, network analysis , determination of project

schedules, critical path, ladder construction, float in activities, shared float, updating, resources

allocation, resources smoothing and resources leveling.

Network Techniques in Construction Management-II-PERT Probability concept in network, optimistic time, pessimistic time, most likely time, lapsed time,

deviation, variance, standard deviation, slack critical path, probability of achieving completion

time, central limit theorem.

UNIT-IV

Cost-Time Analysis Cost versus time, direct cost, indirect cost, total project cost and optimum duration, contracting

the network for cost optimisation, steps in time cost optimisation, illustrative examples.

Inspection & Quality Control Introduction, principles of inspection, enforcement of specifications, stages in inspection and

quality control, testing of structures, statistical analysis.




Books Recommended 1. Construction Planning & Management by P.S.Gehlot & B.M.Dhir, Wiley Eastern Ltd.

2. PERT & CPM -Principles & Applications by L.S.Srinath. Affiliated East-west

Press(P)Ltd.


LECTURE SCHEDULE FOR PROJECT PLANING AND MANAGEMENT CE-309 E

S.No

TOPICS No. Of

Lectures

Reference

1 Construction Management Significance, objectives and functions of construction management,

types of constructions, resources for construction industry, stages

for construction, construction team, engineering drawings.

6 T1, T2

2 Construction Contracts & Specifications

Introduction, types of contracts, contract document, specifications,

important conditions of contract, arbitration.

5 T1, T2

3 Construction Planning

Introduction, work breakdown structure, stages in planning-pre-

tender stages, contract stage, scheduling, scheduling by bar

charts, preparation of material, equipment, labour and finance

schedule, limitation of bar charts, milestone charts

6 T1,T2

4 Construction Organization Principles of Organization, communication, leadership and human

relations, types of Organizations, Organization for construction

firm, site organization, temporary services, job layout.

4 T1, T2

5 Network Techniques in Construction Management-I:CPM

Introduction, network techniques, work break down, classification

of activities, rules for developing networks, network development-

logic of network, allocation of time to various activities,

Fulkerson's rule for numbering events, network analysis ,

determination of project schedules, critical path, ladder

construction, float in activities, shared float, updating, resources

allocation, resources smoothing and resources leveling.

6


6 Cost-Time Analysis Cost versus time, direct cost, indirect cost, total project cost and

optimum duration, contracting the network for cost optimisation,

steps in time cost optimisation, illustrative examples

3 T 1 T2

7 Inspection & Quality Control Introduction, principles of inspection, enforcement of

specifications, stages in inspection and quality control, testing of

structures, statistical analysis

3


PROJECT PLANING AND MANAGEMENT CE-309 E

ASSIGNMENT-1

Q: 1 discusses functions and objective of construction management. BT-5/D12

Q: 2 explain the purpose and important activities of different stages in construction. BT-4/D11

Q: 3 Explain in detail the various types of constructions. BT-5/DX

Q: 4 what are the various stages of construction explain in detail. BT-3/DX

Q: 5 define the following

(a) Construction management

(b) Construction team

(c) Construction resources

Q:6 describe the various resources used for the construction industry? BT-3/D08



ASSIGNMENT-2

1. Explain the purpose and important activities of different stages in construction.

BT-3/D08

2. Explain the suitability, merits and demerits of the following type of construction (a) turn-

key contracts (b) cost plus percentage of cost contract.

BT-3/DX

3. Define the following.

(a) Construction contract

(b) Arbitration

© Construction specification BT-5/D12

4. List the various documents included in a construction contract.

5. List out the various important condition of the contract.

BT-4/D11

6. What do you mean by Arbitration, discuss its various advantages.

BT-5/DX



ASSIGNMENT-3

1. (a) State the purpose of scheduling.

(b) differentiate PERT and CPM network. BT-3/D08

2. Explain with a sketch, a finance schedule showing expenditure, receipts and working

capital. BT-5/D12

3. Define scheduling. Explain scheduling by taking an example with the help of bar

chart. BT-3/DX

4. Define the following. (a) construction planning (b) milestone chart (c) contract stage

5. Compare bar chart with milestone charts and also give limitation of bar chart.

BT-4/D11

6. Explain the various stages in planning-pre-tender stages. BT-5/DX



ASSIGNMENT-4

1. Explain the main principles for developing an organization for effective and efficient

working. BT-3/D08

2. What is the need for organization in construction? BT-5/D12

3. Give the basic principal of organization. And explain its various types.

BT-4/D11

4. How organization for construction firm is different from site organization.

5. List the details included in job layout. BT-5/DX

6. What are the effects of a good leadership and human relation? BT-3/DX



ASSIGNMENT-5

1. Describe the three time estimates which are used in planning for determining the

BT-5/DX

2. Expected time duration for individual activities in a project. BT-3/DX

3. Explain various network techniques.

4. Define the following:

(a) Critical path

(b) Network analysis

(c) Float in activities BT-5/D12

5. Network for construction project, with the three estimates of each of each activity

marked. Determine:

(a) Critical path and its standard deviation.

(b) Probability of completion of project in 40 days.

© Time duration that will provide 95% probability of its completion.

3-5-13 2-4-6

8-11-20 0-0-0

2-3-10

2-5-8 4-7-16 7-10-13

4-9-20

3-7-17

5. Give Fulkerson”s rule for numbering events. BT-3/D08

6. What do mean by ladder construction?

3 7 8

4

5

6 2 1



ASSIGNMENT-6

1. Explain the following terms :(a) latest allowable occurrence time,(b) earlier expected time(c)

critical path. what does a negative slack indicates BT-5/DX

2. Using fulkerson’s rule, number the event of the network.

3. Describe central limit theorem. BT-3/D08

4. What do you mean by optimistic time how it is different from lapsed time?

5. Give the concept of probability in network. BT-5/D12

6. Differentiate between standard deviation, variance and deviation. Also explain slack

critical path. BT-3/DX



ASSIGNMENT-7

1. List the important items of work required inspections at various stages in construction.

BT-3/D08

2. List the non-destructive tests for concrete structure and explain any two in detail stating their

suitability and practicability. BT-5/DX

3. Define the following: (a) direct cost (b) indirect cost (c) optimum duration . BT-3/DX

4. What are the various steps to be followed during time cost optimization. BT-5/D12

5. What do you mean by total project cost how it is different from direct cost? BT-4/D11

6. Compare cost versus time. BT-3/D08



ASSIGNMENT-8

Q.1. What is the difference between inspection and quality control? BT-3/D08

Q.2. How statistical analysis is done, explain with the help of an example?

Q.3. Give the principal of inspection. BT-5/D12

Q.4. How quality control can be carried out? BT-4/D11

Q.5. Briefly explain the various tests on the structure. BT-5/DX

Q.6.For the project given below overhead costs is Rs. 2000 per week. Find the optimum duration

and the cost associated with it. Also draw the least cost network.

Activity

Normal duration

(weeks)

Normal cost

(Rs.)

Crash duration

(weeks)

Crash cost (Rs.)

1-2

2-3

2-4

3-4

4

5

7

4

4000

3000

3600

5000

2

2

5

2

12000

7500

6000

10000

5(2) 4(2)

4(2) 7(2) BT-

3/DX

3

1 2 4


B.TECH 5TH SEMESTER

FUNDAMENTALS OF MANAGEMENT

HUT-302E L T P Total Theory : 100 Marks

3 1 4 Sessionals : 50 Marks

Total : 150 Marks

Time : 3 hours

UNIT-I Financial Management

Introduction of Financial Management, Objectives of Financial Decisions, Status and duties of

Financial Executives. Financial Planning – Tools of financial planning. Management of working

capital, Factors affecting requirements of working capital. Capital structure decisions. Features of

appropriate capital structure. Sources of finance.

UNIT-II Personnel Management

Personnel Management – Meaning, Nature and Importance; Functions of Personnel Management –

(a) Managerial Functions and (b) Operative functions. Job Analysis: Meaning and Importance;

Process of Job Analysis; Job Description and Job specification. Human Resource Development-

Meaning and concept.

UNIT-III Production Management

Production Management : Definition and Objectives

Plant location: Ideal plant location. Factors affecting plant location.

Plant Layout : Ideal plant layout, factors affecting plant layout.

Work Measurement : Meaning, Objectives and Essentials of work

productiontion Control : Meaning and importance of production control and steps involved in

production control.

UNIT-IV Marketing Management

Nature, scope and importance of marketing management. Modern Marketing concepts. Role of

marketing in economic development. Marketing Mix. Marketing Information System. Meaning,

nature and scope of International Marketing.

NOTE :

The question paper shall have eight questions in all organized into four sections, each section having

two questions from each of the four units. The candidate shall have to attempt five questions in all ,

selecting at least one question from each unit.

Suggested Books:

1. Business Environment – Francis Charurilam (Himalaya Publishing House).

2. Management – Harold, Koontz and Cyrilo’ Donell (Mc Graw Hill)

3. Principles of Personnel Management – Edwin B. Flippo (Mc Graw Hill


LECTURE SCHEDULE FOR FUNDAMENTAL OF MANAGEMENT HUT-302 E

Sr. No. Topic Lecture

Required

References

UNIT: 1 (Financial Management)

1. Financial Management

• Introduction, Definition

• Profit Maximization Vs. Wealth

Max.

3 T. N Chhabra

Shashi.K.Gupta

2. Financial Decisions

• Types & Objectives

1 T. N Chhabra

Shashi.K.Gupta

3. Financial Executives.

• Functions/ Duties

1 T. N Chhabra

Shashi.K.Gupta

4. Financial planning

• Meaning, Objectives

• Features & Tools

1 T. N Chhabra

Shashi.K.Gupta

5. Working Capital

• Meaning, Types

• Factors affecting Working

Capital

1 T. N Chhabra

Shashi.K.Gupta

6. Capital Structure:

• Meaning, Decisions

• Features of Appropriate capital

structure

• Over-Capitalisation

• Under-Capitalisation

• Factors Affecting

3 T. N Chhabra

Shashi.K.Gupta

7. Sources of Finance. 1 T. N Chhabra

Shashi.K.Gupta

UNIT: II (Personnel Management


1. Personnel Management- Meaning,

Nature and Importance

1 T. N Chhabra

C.B.Gupta

2. Functions of Personnel Management –

(a) Managerial Functions and (b)

Operative Functions

2 T. N Chhabra

C.B.Gupta

3. Job Analysis: Meaning and Importance;

Process of Job Analysis;

1 T. N Chhabra

C.B.Gupta

4. Job Description and Job Specification 2 T. N Chhabra

C.B.Gupta

5. Human Resource Development –

Meaning and Concept.

2 T. N Chhabra

C.B.Gupta

UNIT : III (Production Management)

1. Production Management:

• Definition and Objectives

• Functions & Scope

2 T. N Chhabra

S.C Jain

2. Plant Location:

• Ideal Plant Location,

• Factors affecting Plant Location.

1 T. N Chhabra

S.C Jain

3. Plant Layout:

• Ideal Plant Layout,

• Factors affecting plant layout.

1 T. N Chhabra

S.C Jain

4. Work measurement:

• Meaning, Objectives and

• essentials of Work

Measurement

2 T. N Chhabra

S.C Jain

5. Prod’ Planning & Control

• Meaning, Process, Significance

• Advantages & Disadvantages

3 T. N Chhabra

S.C Jain

UNIT : IV (Marketing Management)

1. Marketing Management. 3 T.N Chhabra


• Meaning, Nature, Objectives,

• Process, Scope

Phillip Kotler

2. 2Modern Marketing Concepts. 1 T.N Chhabra Phillip Kotler

3. Marketing Mix. 1 T.N Chhabra Phillip Kotler

4. Marketing Information System. 2 T.N Chhabra Phillip Kotler

5. International Marketing

• Meaning, Nature & Scope

2 T.N Chhabra

Phillip Kotler


FUNDAMENTALS OF MANAGEMENT (HUT-302E)

ASSIGNMENT- 1

1. Define Financial Management. What are the objectives of Financial Decisions? Also

explain the duties of a Financial Executive. (BT-5/DX-8587)

2. What do you understand by Working Capital ? Discuss the factors that determine the

Fixed Capital and Working Capital requirements of a Company. (BT-5/DO6)

3. What is meant by Capitalization? Explain the consequences of over Capitalization and

under Capitalization. (BT-5/DO6)

4. What is Financial Management? Discuss briefly the objectives and significance of

financial management. (BT-6/M06)

5. What do you understand by the term ‘Capital Structure’? Discuss the chief determinants

of Capital Structure. (BT-5/D05)

6. What is Financial Planning, and what are the tools of financial planning? (BT-5/DO7)


ASSIGNMENT- 2

1. What are the sources of finance available to a business? Discuss long-term sources

with examples. (BT-5/DO7)

2. Explain the objectives of Financial Management. What are the main duties of a

Financial Manager? Explain with examples. (BT-5/DX-8587)

3. Examine critically the various sources of raising long-term funds by a joint- stock

company. (BT-6/J08)

4. What is Capital Structure? What are the salient features of an ideal Capital (BT-6/F-

11)

5. Discuss the sources from which a large-sized industrial enterprise can raise capital for

financing its long run requirements of capital. (BT-5/D05)

6. What do you mean by Capital Structure of a corporation? Discuss features of

appropriate capital structure. (BT6/M11)


ASSIGNMENT- 3

1. Define Personnel Management. Explain in detail, the operative functions of Personnel

Management. (BT-5/DX-8587)

2. Explain the concept of Job Analysis. Also discuss the process of Job (BT-5/DX-8587)

3. Explain briefly the nature, scope and objectives of Personnel function in an industrial

organization. (BT-5/D05)

4. Discuss briefly the meaning, role and process of job analysis. (BT-5/D05)

5. Job description and Job specification are the by-products of Job analysis.(BT-5/DO8)

6. Discuss ins short the major challenges that a Human Resource Manager has to face while

carrying out his duties. (BT-6/JO7)

.


ASSIGNMENT- 4

1. Explain clearly the meaning of Job Analysis, Job Description and Job Specification and

discuss major applications and uses of the concepts. (BT-6/JO7)

2. Discuss the need of Human Resource Development (BT-6/J08)

3. Bring out the meaning and significance of the Operative Function of ‘Integration’ and

discuss briefly how integration is sought to be achieved in modern corporate. (kuk,2006)

4. Bring out the distinction between Managerial Function and Operative Functions of an

executive and discuss briefly the meaning and significance of the operative function of

Integration of Personnel Management. (BT-5/DO6)

5. Discuss the meaning, nature and importance of Personnel Management in the

contemporary business environment. (BT-6/JX)

6. Discuss the concept and meaning of Human Resource development. (BT-6/M09)


ASSIGNMENT- 5

1. Spell out the meaning of Production Management. What types of production systems are

generally organized in factories? Discuss in brief. (BT-5/D05)

2. While outlining the meaning and objectives of control, discuss briefly the steps involved

in production control. (BT-5/D05)

3. Briefly explain the meaning and importance of Production control and discuss the steps

involved in Production Control. (BT-6/JO7)

4. What is Plant-layout ? Explain the factors affecting plant-layout. (BT-5/DO7)

5. What do you understand by ‘work-measurement’? While outlining its objectives, discuss

briefly the essentials of work measurement. (BT-6/M06)

6. In deciding location of an industry, is it necessary to attach greater importance to sources

of raw materials or market? Discuss. (BT-6/J08)


Assignment 6

1. Explain briefly the meaning, role and significance of Human Resource Development in

the Indian industrial context. (BT-6/M06)

2. Discuss the meaning and significance of work measurement in an Industrial Enterprise.

Explain the stop watch method of work measurement. (BT-5/D06)

3. Outline the objectives of Plant Layout and explain the steps in plant layout focusing on

chief merits of process layout. (BT-5/DO6)

4. What do you mean by production management? Discuss objectives of production

management in detail. (BT6/M11)

5 Explain (BT-6/J08)

Essentials of work measurement

Objectives of Production Management

6. What is meant by Ideal Plant Layout? Explain the factors affecting Plant layout.

(BT-5/DX-8587)


ASSIGNMENT- 7

1. Explain the following: (BT-5/DX-8587)

I. Importance of Marketing Management.

II. International Marketing.

2. Define Marketing Mix. Explain in detail various elements of Marketing Mix.

(BT-5/DX-8587)

3. Define the term Marketing and discuss in detail the role of marketing in the economic

development of a country like India. (BT-5/D05)

4. Briefly point out the meaning, nature and scope of International Marketing. (BT-5/DO6)


ASSIGNMENT- 8

1. Define Marketing Mix. Explain the (4’Ps) of marketing mix in detail. (BT-5/DO7)

2. Explain the meaning, role and significance of Marketing Information System in the

modern global context. (BT-6/JO7)

3. What do you mean by International Marketing? Do you find any scope of International

Marketing in the global context ? (BT-6/J08)

4. Discuss the main components of Marketing Information System. (BT-6/M09)


B. Tech V Semester (Civil)

CE-311E STRUCTURAL MECHANICS -II( P ) L T P/D Total Max. Marks-75

- - 2 2 Viva-Voce-50

Sessional- 25

Duration: 3 hrs.

1. Experiment on a two hinged arch for horizontal thrust & influence line for

Horizontal thrust.

2. Experimental and analytical study of a 3-bar pin-jointed Truss.

3. Experimental and analytical study of deflections for unsymmetrical bending of a

Cantilever beam.

4. Begg's deformeter- verification of Muller Breslau principle.

5. Experimental and analytical study of an elastically coupled beam.

6. Sway in portal frames - demonstration.

7. To study the cable geometry and statics for different loading conditions.

8. To plot stress-strain curve for concrete.



CE-313E CONCRETE LAB(P)

L T P/D Total Max. Marks: 75

- 2 Sessionals: 50 marks

Viva-voce: 25 marks

Duration : 3 hrs.

Tests on Cement 1. Standard consistency of cement using Vicat's apparatus.

2. Fineness of cement by Sieve analysis and Blaine's air permeability method.

3. Soundness of cement by Le-Chatelier's apparatus.

4. Setting time of cement, initial and final.

5. Compressive strength of cement.

6. Measurement of specific gravity of cement.

7. Measurement of Heat of Hydration of cement.

Tests on Aggregate

1. Moisture content and bulking of fine aggregate.

2. Fineness modulus of coarse and fine aggregates.

Tests on Concrete 1. Workability of cement concrete by (a) Slump test, (b) Compaction factor test, (c) Flow

table test,.

2. Compressive strength of concrete by (a) Cube test, (b)Cylinder test

3. Indirect tensile strength of concrete-split cylinder test.

4. Modulus of rupture of Concrete by flexure test

5. Bond strength between steel bar and concrete by pull-out test

6. Non-destructive testing of concrete

Books Recommended:

1. Concrete Manual-M.L.Gambhir, Dhanpat Rai & Sons, N.Delhi.

2. Concrete Technology-M.L.Gambhir, Tata McGeraw Hill, N.Delhi.

3.Concrete Technology Nevellie, Pearson Education.



CE-315E GEOTECHNOLOGY (P)

L T P/D Total Max.Marks : 75

- 2 2 Pract/Viva-Voce: 50

marks

Sessional: 25 marks

Duration: 3 hrs.

1. Grain Size Analysis-Hydrometer method.

2. Shrinkage Limit Determination.

3. Relative Density of Granular Soils.

4. Consolidated Drained (CD) Triaxial Test.

5. Consolidated Undrained (CU) Triaxial Test with Pore

Water Pressure measurement.

6. Consolidation Test.

7. Undisturbed Sampling.

8. Standard Penetration Test.

9. Dynamic Cone Penetration Test.

10. Model Plate Load Test.

Books: 1. Soil Testing for Engineers by S.Prakash & P.K.Jain,

Nem Chand & Bros., Roorkee.

2. Engineering Soil Testing by Lambi, Wiley-Eastern.

3. Engineering Properties of Soils & Their Measurement

by JE Bowles, McGraw -Hill.

4. Soil Engineering in Theory & Practice by Alam Singh,

Vol.II, Geotechnical Testing & Instrumentation, CBS

Pub.

Documents

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