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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

250
150
350
180

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

50%
30%
60%
40%

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

prevent excessive deflection
prevent buckling of web
transfer the load from the top flange to the bottom one
decrease the effective depth of web

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.35 kN/m2
1.50 kN/m2
0.65 kN/m2
0.75 kN/m2

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

lap joint
butt joint with single cover plate
None of these
butt joint with double cover plates

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

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