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Design of Steel Structure

Design of Steel Structure
The number of seismic zones in which the country has been divided are

8
7
6
5

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

350
150
250
180

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

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

300 mm
600 mm
500 mm
1000 mm

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Design of Steel Structure
The heaviest I-section for same depth is

ISMB
ISHB
ISWB
ISLB

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Design of Steel Structure
The bracing provided in the plane of end posts is called

top lateral bracing
portal bracing
bottom lateral bracing
sway bracing

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