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Design of Steel Structure

Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

600 mm
1000 mm
500 mm
300 mm

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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

162 mm
163 mm
161 mm
160 mm

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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)

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

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

50% of wall area
20% of wall area
10% of wall area
30% of wall area

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

85 t
50 t
250 t
200 t

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

40°
35°
26/2°
30°

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