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Design of Steel Structure

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

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

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.81
1.67
1.414
1.18

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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

300 mm
600 mm
1000 mm
500 mm

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

30°
26/2°
40°
35°

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is difficult to connect beams to the round sections
it is uneconomical
All of these
it cannot carry the load safely

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

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

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