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Design of Steel Structure

Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

3 zones
6 zones
4 zones
5 zones

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

30° to 40°
40° to 70°
90°
10° to 30°

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Design of Steel Structure
The bracing provided in the plane of end posts is called

top lateral bracing
sway bracing
portal bracing
bottom lateral bracing

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

160 mm
162 mm
161 mm
163 mm

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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
0.75 Awfy
0.65 Awfy
0.85 Awfy

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Design of Steel Structure
In the cross-section of a weld, throat is the

maximum dimension
minimum dimension
average dimension
None of these

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