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Design of Steel Structure

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

40°
30°
35°
26/2°

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Vertical load only
Horizontal shear only
C. Both (A) and (B)
None of these

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/4
d/2
d/3
2d/3

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

2: 1
V2 : 1
1:1
1 : V2

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area and gross area
net area in both cases
gross area in both cases
gross area and net area

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

145
180
120
100

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