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Design of Steel Structure

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

150
200
180
190

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

9 mm
6 mm
8 mm
7 mm

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the length of the bearing plates
providing suitable stiffeners
increasing the web thickness
None of these

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

linear
parabolic
constant moment for all curvatures
constant curvature for all moments

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

spandrel beam
header beam
stringer beam
lintel beam

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

shear failure of the rivet
shear failure of the plate
crushing failure of the rivet
tension failure of the plate

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