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Design of Steel Structure

Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

between 0.5 and 1.0
0
1.0
0.5

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Design of Steel Structure
The use of tie plates in laced columns is

not prohibited
prohibited
permitted between two parts of the lacing
permitted at start and end of lacing system only

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

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Design of Steel Structure
The external wind pressure acting on a roof depends on

None of these
slope of roof
both (a) and (b)
degree of permeability of roof

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

16 mm
20 mm
27 mm
24 mm

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Design of Steel Structure
Steel tanks are mainly designed for

wind pressure
earthquake forces
weight of tank
water pressure

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