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Design of Steel Structure

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

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

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Design of Steel Structure
Lug angles

All listed here
increases shear lag.
are used to reduce the length of connection.
are unequal angles.

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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?

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

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Load
Slope
Displacement
Moment

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

20 mm
16 mm
24 mm
27 mm

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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)

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

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