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Design of Steel Structure

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

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Design of Steel Structure
The risk coefficient k, depends on

basic wind speed
mean probable design life of structures
both (a) and (b)
None of these

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Design of Steel Structure
Load factor is

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

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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

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

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Design of Steel Structure
Shape factor is a property which depends

only on the yield stress of the material
both on the yield stress and ultimate stress of material
only on the geometry of the section
only on the ultimate stress of the material

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Design of Steel Structure
Bolts are most suitable to carry

shear
bending
shear and bending
axial tension

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