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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

wind pressure
weight of tank
earthquake forces
water pressure

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Design of Steel Structure
Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

1.5 d
2.5 d
3.0 d
2.0 d

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the web thickness
increasing the length of the bearing plates
None of these
providing suitable stiffeners

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

ISMB
ISHB
ISLB
ISWB

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

±0.7p
zero
± 0.5 p
±0.2p

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Design of Steel Structure
The effective length of a battened column is increased by

15%
10%
20%
5%

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MORE MCQ ON Design of Steel Structure

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