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Design of Steel Structure

Design of Steel Structure
Economical depth of a plate girder corresponds to

maximum weight
minimum depth
minimum weight
minimum thickness of web

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium and mechanism conditions
equilibrium condition only
equilibrium and plastic moment conditions
mechanism and plastic moment conditions

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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)

200 t
250 t
85 t
50 t

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

4 zones
6 zones
3 zones
5 zones

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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)

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

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

162 mm
161 mm
160 mm
163 mm

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