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Design of Steel Structure

Design of Steel Structure
Bolts are most suitable to carry

bending
axial tension
shear
shear and bending

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

40mm
100mm
80mm
60mm

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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)

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

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

30 m
20 m
10 m
40 m

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum thickness of web
maximum weight
minimum weight
minimum depth

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

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

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