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Design of Steel Structure

Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

26/2°
35°
30°
40°

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

bottom lateral bracing
top lateral bracing
portal bracing
sway bracing

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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

600 mm
500 mm
300 mm
1000 mm

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

ISMB
ISLB
ISHB
ISWB

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Design of Steel Structure
The portal bracing in a truss bridge is used to

Stiffen the structure laterally
Transfer load from top of end posts to bearings
Keep the rectangular shape of the bridge cross-section
Prevent the sides-way buckling of top chord

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

250 t
85 t
200 t
50 t

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