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DESIGN OF STEEL STRUCTURE

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

100
120
180
145

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Design of Steel Structure
Bolts are most suitable to carry

shear and bending
shear
bending
axial tension

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

0.78 D
0.88 D
0.5 D
0.68 D

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

6t
4t
3t
8t

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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)

50 t
85 t
250 t
200 t

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