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Design of Steel Structure

Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

V2 : 1
2: 1
1 : V2
1:1

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Shear and axial forces
Axial forces
Axial and bending forces
Shear and bending forces

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

p a (1/V)
pa V
paV2
paV”2

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

1.33 d
1.25 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

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

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Design of Steel Structure
Steel tanks are mainly designed for

earthquake forces
water pressure
wind pressure
weight of tank

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