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Design of Steel Structure

Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

None of these
both (i) and (ii)
only (i)
only (ii)

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV2
pa V
p a (1/V)
paV”2

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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
decrease in thickness
increase in h/t ratio

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

810 mm
1250 mm
1680 mm
650 mm

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.34
1.0
2.01
2.33

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the length of the bearing plates
increasing the web thickness
providing suitable stiffeners
None of these

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