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Design of Steel Structure

Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

2d/3
d/4
d/2
d/3

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Design of Steel Structure
Lug angles

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

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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)

101
6t
161
121

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Shear force due to 2.5% of the column load
2.5% of the column load
Bending moment due to 2.5% of the column load
Both (A) and (B)

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.25 d
1.33 d
1.75 d
1.5 d

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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 net area
105.5 MPa on gross area

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