Limit state design of steel structures

By: Duggal, S. KMaterial type: TextTextLanguage: Eng. Publication details: New Delhi. : Mc-Graw Hill education pvt. ltd. 2016Edition: 2nd edDescription: xvi, 860 p. PAPER BACK 22cmISBN: 9789351343493Subject(s): CivilDDC classification: 624.1821
Contents:
Contents : Preface 1. General considerations 2. Loads 3.Plastic analysis and design 4.Limit state design approach 5.Simple connection 6.Simple welded connection 7.Tension member 8.Compression members 9.Beams 10.Members under combined axial load and moments 11.Column base and caps 12.Plate girder 13.Gantry girders 14.Eccentric and moment connections 15.Roof trusses
Summary: Limit state, design of steel, structures.
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Item type Current library Home library Collection Call number Copy number Status Notes Date due Barcode
Books Books ADBU Azara Campus Library
Civil Engineering Shelve
ADBU Azara Campus Library
Civil Engineering Shelve
624.1821 DUG (Browse shelf(Opens below)) Available 17321
Reference Reference ADBU Azara Campus Library
Reference
ADBU Azara Campus Library
Reference
Reference 624.1821 DUG (Browse shelf(Opens below)) 1 Not For Loan Placed in azara campus library. 15976
Books Books ADBU Azara Campus Library
Civil Engineering Shelve
ADBU Azara Campus Library
Civil Engineering Shelve
Non-fiction 624.1821 DUG (Browse shelf(Opens below)) 2 Available Placed in azara campus library. 15977
Books Books ADBU Azara Campus Library
Civil Engineering Shelve
ADBU Azara Campus Library
Civil Engineering Shelve
Non-fiction 624.1821 DUG (Browse shelf(Opens below)) 3 Available Placed in azara campus library. 15978

Civil Engineering

Contents :
Preface
1. General considerations
2. Loads
3.Plastic analysis and design
4.Limit state design approach
5.Simple connection
6.Simple welded connection
7.Tension member
8.Compression members
9.Beams
10.Members under combined axial load and moments
11.Column base and caps
12.Plate girder
13.Gantry girders
14.Eccentric and moment connections
15.Roof trusses

Limit state, design of steel, structures.

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