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Design of Steel Structure

Design of Steel Structure
Lug angles

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

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

both (a) and (b)
only shear stresses
None of these
only tensile stresses

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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 net area
105.5 MPa on gross area
95.0 MPa on net 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
increase in height
decrease in thickness

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

6t
121
161
101

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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?

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

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