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

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Design of Steel Structure
A butt weld is specified by

effective throat thickness
penetration thickness
plate thickness
size of weld

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV”2
p a (1/V)
pa V
paV2

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Both (A) and (B)
Shear force due to 2.5% of the column load
Bending moment due to 2.5% of the column load
2.5% of the column load

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

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

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

8t
4t
3t
6t

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