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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

190
200
180
150

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Design of Steel Structure
The use of tie plates in laced columns is

permitted at start and end of lacing system only
not prohibited
permitted between two parts of the lacing
prohibited

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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 maximum permissible span of asbestos cement sheets is

650 mm
1680 mm
810 mm
1250 mm

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

L
0.67 L
1.5 L
0.8 L

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Design of Steel Structure
Load factor is

always equal to factor of safety
sometimes greater than factor of safety
always less than factor of safety
always greater than factor of safety

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