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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

water pressure
wind pressure
weight of tank
earthquake forces

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

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

lacing
battening
perforated cover plates
tie plates

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Design of Steel Structure
Gantry girders are designed to resist

lateral, longitudinal and vertical loads
lateral and longitudinal loads
lateral loads
longitudinal loads and vertical loads

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

1000 mm
600 mm
300 mm
500 mm

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

vertical intermediate stiffener
horizontal stiffener at neutral axis
bearing stiffener
None of these

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