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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

5
2
4
3

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Design of Steel Structure
The heaviest I-section for same depth is

ISWB
ISLB
ISMB
ISHB

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Design of Steel Structure
The range of economical spacing of trusses varies from

2L/5 to 3L/5 where L is span
L/3 to L/5
L/4to2L/5
L/3 to L/2

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

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

810 mm
650 mm
1250 mm
1680 mm

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant moment for all curvatures
parabolic
constant curvature for all moments
linear

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