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Design of Steel Structure

Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

reduced by 33.3%
increased by 33.3 %
increased by 25 %
reduced by 25 %

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

6 mm
7 mm
8 mm
9 mm

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Design of Steel Structure
Steel tanks are mainly designed for

earthquake forces
weight of tank
water pressure
wind pressure

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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 slenderness ratio of a column supported throughout its length by a masonry wall is

zero
10
infinity
100

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

gross area in both cases
gross area and net area
net area and gross area
net area in both cases

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