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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

30 m
40 m
10 m
20 m

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Design of Steel Structure
Bearing stiffeners are provided at
i) the supports
ii) the mid span
iii) the point of application of concentrated loads
The correct answer is

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

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.55 Awfy
0.85 Awfy
0.75 Awfy
0.65 Awfy

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Design of Steel Structure
Shape factor is a property which depends

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

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Design of Steel Structure
Load factor is

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

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

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