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Design of Steel Structure

Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.01
2.33
2.34

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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
Load factor is

always greater than factor of safety
always less than factor of safety
sometimes greater than factor of safety
always equal to factor of safety

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

equally strong
Any of these
stronger
weaker

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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

3
5
4
2

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only shear stresses
None of these
only tensile stresses
both (a) and (b)

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