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Design of Steel Structure

Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

2.0 d
3.0 d
1.5 d
2.5 d

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Both (A) and (B)
2.5% of the column load
Bending moment due to 2.5% of the column load
Shear force due to 2.5% of the column load

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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

2
5
3
4

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.5 D
0.68 D
0.88 D
0.78 D

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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

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

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

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