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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 effective length of a fillet weld should not be less than

Weld size
Two times the weld size
Six times the weld size
Four times the weld size

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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
95.0 MPa on net area
105.5 MPa on gross area

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 3 00 mm and 24 t
lesser of 200 mm and 161
lesser of 200 mm and 12 t
lesser of 300 mm and 32 t

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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
The risk coefficient k, depends on

mean probable design life of structures
basic wind speed
None of these
both (a) and (b)

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