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Design of Steel Structure

Design of Steel Structure
Area of openings for buildings of large permeability is more than

20% of wall area
10% of wall area
50% of wall area
30% of wall area

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

increase in h/t ratio
decrease in h/t ratio
decrease in thickness
increase in height

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

1.50 m above the rail level
1.23 m above the rail level
2.13 m above the rail level
1.83 m above the rail level

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

solid circular beams only
rectangular beams up to 300 mm depth
all rectangular beams
all square cross-section beams

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

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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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