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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

earthquake forces
weight of tank
wind pressure
water pressure

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

ISWB
ISMB
ISLB
ISHB

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

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

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

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

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

3
2
5
4

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Design of Steel Structure
The risk coefficient k, depends on

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

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