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Design of Steel Structure

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)

200 t
50 t
85 t
250 t

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.5 D
0.88 D
0.78 D
0.68 D

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

turned and fitted bolt
ordinary unfinished bolt
high strength bolt
black bolt

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

ISLB
ISHB
ISWB
ISMB

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

0
± 0.2
±0.5
± 0.7

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Design of Steel Structure
Load factor is

always less than factor of safety
sometimes greater than factor of safety
always equal to factor of safety
always greater than factor of safety

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