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Design of Steel Structure

Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

90°
30° to 40°
40° to 70°
10° to 30°

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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
4
5
2

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

bearing stiffener
horizontal stiffener at neutral axis
None of these
vertical intermediate stiffener

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

145
120
180
100

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Design of Steel Structure
The risk coefficient k, depends on

None of these
basic wind speed
both (a) and (b)
mean probable design life of structures

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

200
180
150
190

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