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Design of Steel Structure

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

4
5
3
2

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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)

200 t
50 t
250 t
85 t

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

is equal to 1
is always greater than 1
can be less than 1
is always less than 1

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

75 t2/h
125 t3/h2
125 t2/h
175 t2/h

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

0.68 D
0.88 D
0.5 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)
None of these
only shear stresses
only tensile stresses

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