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Design of Steel Structure

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

10%
20%
5%
15%

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

40°
35°
30°
26/2°

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

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

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

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

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

500 mm
600 mm
1000 mm
300 mm

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

0.67 L
L
1.5 L
0.8 L

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