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Design of Steel Structure

Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

8 mm
7 mm
6 mm
9 mm

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

None of these
only shear stresses
only tensile stresses
both (a) and (b)

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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

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

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

0.75 kN/m2
0.65 kN/m2
1.35 kN/m2
1.50 kN/m2

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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
None of these
providing suitable stiffeners

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

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

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