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Design of Steel Structure

Design of Steel Structure
The range of economical spacing of trusses varies from

L/3 to L/5
L/4to2L/5
L/3 to L/2
2L/5 to 3L/5 where L is span

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

more than d
Any of these
equal to d
less than d

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Design of Steel Structure
Steel tanks are mainly designed for

wind pressure
earthquake forces
water pressure
weight of tank

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Design of Steel Structure
The heaviest I-section for same depth is

ISLB
ISHB
ISMB
ISWB

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

190
150
200
180

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Design of Steel Structure
Economical depth of a plate girder corresponds to

maximum weight
minimum weight
minimum depth
minimum thickness of web

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