session: 2018-2019 course: b.tech subject: dss-i, ce-301-f...

Session: 2018-2019 Course: B.Tech Department: Civil Engineering Semester: 5th Subject: DSS-I, CE-301-F Faculty name: Ganesh Sharma

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INDEX

S.NO. CONTENTS Page No.

1 Focal Points 02

2 Teaching Methodology 03

3 Syllabus as per MDU 04

4 Lesson Plan 05

5 Text Books and references 08

6 Assignments 09

7 Monthly Report Front

8 Attendance Sheet Front

9 Previous Year Question Paper


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FOCAL POINTS

1. The main objective in the very beginning classes of this subject is to provide basis

knowledge regarding this subject.

2. After that we will move to our university syllabus. We will start

from section one.

3. Laboratory Experiments will be conducted regularly (one lab per week).

4. Group discussion will be organized to remove hesitation of students.

5. Website links will be provided to student for getting recently developed

fundamentals related to subject.

6. Regular class tests will be conducted to check the performance of students.

7. We will finish the entire syllabus within designed time duration so that we may get

time for revision work.

8. All the sections of syllabus will be given equal and maximum attention

9. Class room as well as power point presentations will be taken from students regularly.

10. Student Doubts will be cleared by managing some extra classes.

11. Stress will be given on practical and field knowledge which will be the master success key for student.


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TEACHING METHODOLOGY

COURSE OBJECTIVE

Structural steel is a category of steel used for making construction materials in a variety

of shapes. Many structural steel shapes take the form of an elongated beam having a

profile of a specific cross section

METHODOLOGY

The Procedure will be lectures, presentations, Tutorials, Tests, assignments of class work and Practical Labs.

ACHIEVEMENT

At the end of semester, students will have a detailed knowledge of Survey its basic properties and different type of survey.

EVALUATION

Besides the semester end – examination, the students will be continuously assessed during the course on the following basis

i. Mid Term Examinations 30 Marks

ii. Internal Assessment 20 Marks ( Assignments +Attendance )

Iii End Semester Examination 100 Marks

Total : 150 Marks


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SYLLABUS AS PER MDU

SECTION-A

Unit-I: : Introduction: Properties of structural steel. I.S.Rolled sections and I.S. specifications.

Unit-II: Connections: Importance, various types of connections, simple and moment resistant,

riveted, bolted and welded connections

UNIT-III: Design of Tension Members: Introduction, types of tension members, net sectional areas,

design of tension members, lug angles and splices

SECTION-B

Unit-IV : Design of Compression Members: Introduction, effective length and slenderness ratio,

various types of sections used for columns, built up columns, necessity, design of built up columns,

laced and battened columns including the design of lacing and battens, design of eccentrically

loaded compression members.

Unit-V: Column Bases and Footings: Introduction, types of column bases, design of slab base and

gusseted base, design of gusseted base subjected to eccentrically loading, design of grillage

foundations.

SECTION-C

Unit-VI: Design of Beams: Introduction, types of sections, general design criteria for beams, design

of laterally supported and unsupported beams, design of built up beams, web buckling, web

crippling and diagonal buckling.

Unit-VII: Gantry Girders: Introduction, various loads, specifications, design of gantry girder.

SECTION-D

Unit-VIII: Plate Girder: Introduction, elements of plate girder, design steps of a plate girder,

necessity of stiffeners in plate girder, various types of stiffeners, web and flange splices (brief

introduction), Curtailment of flange plates, design beam to column connections: Introduction, design

of framed and seat connection.


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Name of the Faculty : Mr Ganesh Sharma

Discipline : Civil Engineering

Semester : 5th

Subject : DSS-I, CE-301-F

Lesson Plan Duration : 15 Weeks (From August 2018 to November 30)

Work load (Lectures/Practical)

Per week (in hours) : Lectures-04, Practicals-02

WEEK THEORY PRACTICAL

LECTURE DAY

TOPIC (including assignment /test) PRACTICAL DAY

TOPIC

1ST 1st Introduction: Properties of structural steel.

1st Structural Drawings of various types of

welded connections (Simple and eccentric)

2nd I.S .Rolled sections AND different type of sections

3rd Different type Angle section , I section ,T section and channel

section

4th Different type of connection in steel structures

2ND 1st Riveted connection bolted connection and welded connection

2nd .Beam to column connections

2nd various types of connections, simple and moment resistant

3rd Strength of connection as welded , riveted and bolted connection

4th Design of different connection

3rd 1st Introduction to tension member 3rd Colunm bases – slab bases –gusset base and grillage

foundations

2nd Different tension member used in steel structure

3rd Design of Tension Members

4th Indian standard specification for


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tension members

4th 1st net sectional areas, design of tension members, lug angles and splices

4th Plate girders’

2nd Specification for lug angles & splices

3rd Introduction to compression members

4th Different type of compression members

5th 1st Effective length and slenderness ratio, 5th Roof trusses

2nd various types of sections used for columns, built up columns, necessity

3rd design of built up columns, laced and battened columns including the design

of lacing and battens, design of eccentrically loaded compression

members 4th The design of lacing and battens,

design of eccentrically loaded compression members

6th 1st Introduction to Column Bases and Footings

6th TENSION MEMBERS AND

COMPRESSION MEMBERS.

2nd types of column bases

3rd design of slab base and gusseted base

4th design of gusseted base subjected to eccentrically loading

7th 1st design of grillage foundations. 7th Strut joints,tie joints,purlin joints. 2nd Introduction to beams

3rd Types of sections, general design criteria for beams

4th design of laterally supported and unsupported beams,

8th 1st design of built up beams, 8th

2nd web buckling, web crippling and diagonal buckling.

3rd Introduction to gantry girder

4th Various type of gantry girder

9th 1st Various loads on gantry girders 9th

2nd Design criteria for girder

3rd Indian standard specification for gantry girder


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4th Test for Sec A

10th 1st Introduction to plate girder 10th

2nd elements of plate girder

3rd design steps of a plate girder

4th necessity of stiffeners in plate girder,

11th 1st various types of stiffeners, 11th

2nd web and flange splices (brief introduction),

3rd Curtailment of flange plates,

4th Test for Sec B

12th 1st Indian standard specification for design of plate girder

12th

2nd Different connection beam to column

3rd Test for Sec C

4th Introduction to framed and seated connection

13th 1st Different type of framed section 13th

2nd Design specification for framed section

3rd What are the seated connection

4th Different type of seated connection

14th 1st Indian standard specification 14th

2nd Tests for Sec D Revision 3rd

4th

15th 1st PRE-UNIVERSITY EXAMINATIONS

15th

2nd

3rd

4th


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BOOKS RECOMMENDED:

1.Design of steel structures, A.S.Arya & J.L.Ajmani, Nem chand & Bros., Roorkee.

2.Design of steel structures, M.Raghupati, TMH Pub., New Delhi.

3.Design of steel structures, S.M.A.Kazmi & S.K.Jindal, Prentice Hall, New Delhi

4.Design of steel structures, S.K.Duggal, TMH Pub, New Delhi.


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ASSIGNMENTS

Assignment – I 1. Explain different type of steel section ?

2. How many type of I sections are there in steel structure and there use?

3. Which section is more economical I section or the channel section and why ?

4. Explain the codal provisions of different type of joints ?

5. What is rivet value and how to calculate rivet value ?

6. What is bearing , tearing and shearing strength of material?


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Assignment – II

1. Explain different type of tension members ?

2. Write the different steps for design of tension members ?

3. Write the codal provisions for desgn of tension member ?

4. What is use of lug angle and the splice?

5. IS code specification for lug angle and splices?


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Assignment – III

1. What are steel tension members?

2. Write steps regarding design factor in tension member ?

3. Draw a neat for staggered bolts in angle?

4. In the design of elastomeric bearings, why are steel plates inserted inside the bearings?

5. In prestressing work, if more than one wire or strand is included in the same duct, why should

all wires/strands be stressed at the same time?


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Assignment – IV

1. What are tension splice and design of a tenion splice ?

2. Design a T section to act as a tension member carrying an axial load of

20kN ?

3. Define compression member and angle struts?

4. What is the dfference b/w continous and disconntinous struts ?

5. How to find the strength of axially loaded compression member (strut)?


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Assignment – V

1. What are tacking rivets and where they are used ?

2. Various types of sections used for columns?

3. What is a built up column ?

4. What are lacing and batten and what are the specifications used in lacing and battening ?

5. IS CODE provisions for lacing and battening system?

6. Design of eccentrically loaded compression members?


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session: 2018-2019 course: b.tech subject: dss-i, ce-301-f...

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