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Design of Steel Structure

Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

4
5
3
2

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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)

0.75 Awfy
0.65 Awfy
0.55 Awfy
0.85 Awfy

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

top lateral bracing
bottom lateral bracing
portal bracing
sway bracing

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1250 mm
1680 mm
810 mm
650 mm

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Design of Steel Structure
As compared to field rivets, the shop rivets are

Any of these
stronger
equally strong
weaker

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

decrease in h/t ratio
decrease in thickness
increase in h/t ratio
increase in height

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