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Design of Steel Structure

Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.35 kN/m2
0.75 kN/m2
0.65 kN/m2
1.50 kN/m2

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

8 mm
7 mm
9 mm
6 mm

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Design of Steel Structure
The use of tie plates in laced columns is

not prohibited
permitted at start and end of lacing system only
permitted between two parts of the lacing
prohibited

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Design of Steel Structure
A butt weld is specified by

effective throat thickness
penetration thickness
plate thickness
size of weld

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

180
145
100
120

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Design of Steel Structure
Which of the following conditions is to be satisfied both in elastic and plastic analysis ?

plastic moment condition
yield condition
equilibrium condition
mechanism condition

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