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Design of Steel Structure

Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

zero
± 0.5 p
±0.2p
±0.7p

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

unequal legged angles with short legs back to back
both (b) or (c)
equal angles back to back
unqual legged angles with long legs back to back

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

gross area in both cases
net area in both cases
net area and gross area
gross area and net area

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

150.0 MPa on gross area
95.0 MPa on net area
105.5 MPa on gross area
105.5 MPa on net area

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

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

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bending and shear
bearing and bending
bearing and shear
bearing, shear and bending

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