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Design of Steel Structure

Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

20 m
30 m
40 m
10 m

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Design of Steel Structure
Load factor is

always equal to factor of safety
sometimes greater than factor of safety
always less than factor of safety
always greater than factor of safety

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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
85 t
250 t
50 t

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Design of Steel Structure
Study the following statements.
i) Top lateral bracing prevents the sidesway buckling of the chord.
ii) Sway bracing keeps the rectangular shape of the bridge cross-section.
iii) Sway bracing transfers the load from top of end posts to bearings.
The correct answer is

both (i) and (iii)
both (i) and (ii)
all (i), (ii) and (iii)
only (i)

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant curvature for all moments
constant moment for all curvatures
parabolic
linear

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 25 %
reduced by 25 %
reduced by 33.3%
increased by 33.3 %

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