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Design of Steel Structure

Design of Steel Structure
Bolts are most suitable to carry

bending
shear
shear and 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

0.5 D
0.78 D
0.88 D
0.68 D

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Design of Steel Structure
The risk coefficient k, depends on

mean probable design life of structures
basic wind speed
None of these
both (a) and (b)

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

8 mm
7 mm
9 mm
6 mm

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

decrease the effective depth of web
prevent buckling of web
transfer the load from the top flange to the bottom one
prevent excessive deflection

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

decrease in h/t ratio
increase in height
increase in h/t ratio
decrease in thickness

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