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Design of Steel Structure

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

10%
20%
15%
5%

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

6 mm
8 mm
9 mm
7 mm

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

150.0 MPa on gross area
105.5 MPa on gross area
95.0 MPa on net area
105.5 MPa on net area

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

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

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

ISMB
ISHB
ISWB
ISLB

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

121
6t
101
161

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