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Design of Steel Structure

Design of Steel Structure
The capacity of the smallest pressed steel tank is

2450 litre
1000 litre
1650 litre
1950 litre

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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
0.5
0
1.0

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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
250 t
85 t
200 t

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.33 d
1.5 d
1.75 d
1.25 d

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

None of these
horizontal stiffener at neutral axis
bearing stiffener
vertical intermediate stiffener

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

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