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Course Detail

Course Name Behaviour & Design of Steel Structures
Course Code 23CIE312
Program B. Tech. in Civil Engineering
Semester 6
Credits 3
Campus Mysuru

Syllabus

Unit 1

Introduction to different structural systems, load paths, loads on buildings, and serviceability requirement – Hands-on: Modelling of steel buildings using commercially available software – Introduction to fabrication, erection aspects and inspection of completed structure. – Introduction to structural steel sections, material property, geometric properties, classes of sections, stresses, residual temperature stresses in rolled steel sections, loads. Introduction to Tubular sections. Types of connections – rigid, semi rigid. Limit state design method – basic concepts, partial safety factors, load combinations, deflection limitations as per IS 800. Analysis and design of bolted and welded connections to resist direct force and moment. Design of tension members – single and double angle ties – concepts of net section including shear lag effects and block shear.

Unit 2

Plastic behaviour of structural steel – shape factor – plastic hinge concept – collapse load – methods of plastic analysis – plastic analysis of beams and portal frames. Analysis and design of laterally restrained & unrestrained simple & compound beams – Design for flexure, shear, bearing and check for serviceability criteria.

Unit 3

Design of axially loaded and eccentrically loaded compression members – built up columns and lacings. Industrial roofs – Introduction to steel roof systems – various elements – loads – wind load estimation for plane roof trusses. Hands-on: Analysis and Design of warehouse

Objectives and Outcomes

Course Objectives

To equip the students with basic understanding of theory and analysis of steel buildings

Understand the Steel’s material properties

Understand the behavior and design of connections and structural steel elements subjected to different actions.

Course Outcome

CO1

Design the connections considering load combinations and deflection limitations. 

CO2

Design members subjected to tension & Compression and built up members incorporating flexure, shear, deflection and bearing

CO3

Analyze the plastic behaviour of structural steel and design of beams and portal frames

CO4

Estimate the load on the truss due to dead weight, live load and wind load

PO

PO1

PO2

PO3

PO4

PO5

PO6

PO7

PO8

PO9

PO10

PO11

PO12

 

PSO1

PSO2

PSO3

CO

   

CO1

3

1

2

1

               

3

   

CO2

3

2

2

                 

3

   

CO3

3

2

2

                 

3

2

2

CO4

2

2

2

 

1

     

1

1

   

3

2

2

Text Books / References

Text Book(s)

Subramanian N, “Design of Steel Structures limit states method”, Oxford University Press, 2016

Duggal, SK, “Limit State Design of Steel Structures”, Tata McGraw Hill, 2017

 

Reference(s)

Ramchandra and Gehlot, “Limit State Design of Steel Structures”, Scientific Publishers, 2015

Dayaratnam P, “Design of Steel Structures”, S Chand & Co., 2012

Aryaand Ajmani,“Design of Steel Structures”, Nem Chand Brothers, 2007

BIS codes (IS800-2007,IS875-1987-PartsI,II,IS875-2016-PartsIII,SP:6–Part1to6)

Emil Smith and Robert Scanlan,“Wind Effects on Structures” Wiley-Interscience,1996.

Edwin Gaylord,“Design of Steel Structure”,TataMcGraw Hill Publishing Company Limited, 2010.

Segui, WT “Design of Steel Structures”, Cengage Learning, 2007

Bhavikatti, S. S. “Design of Steel Structures (by Limit State Method as Per IS: 800—2007)” IK International, 2010

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