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Design of Steel Structure

Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

0.65 kN/m2
1.50 kN/m2
1.35 kN/m2
0.75 kN/m2

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.33 d
1.75 d
1.25 d
1.5 d

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

rectangular beams up to 300 mm depth
all rectangular beams
all square cross-section beams
solid circular beams only

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Design of Steel Structure
Steel tanks are mainly designed for

weight of tank
water pressure
wind pressure
earthquake forces

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.78 D
0.88 D
0.5 D
0.68 D

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

15%
20%
5%
10%

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