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Design of Steel Structure

Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.67
1.18
1.81
1.414

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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 and net area
gross area in both cases

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Design of Steel Structure
A butt weld is specified by

penetration thickness
effective throat thickness
size of weld
plate thickness

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

60%
40%
30%
50%

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

shear buckling of web plate
yielding
All of these
compression buckling of web plate

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

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