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Design of Steel Structure

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

1.5 d
1.33 d
1.25 d
1.75 d

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

20 m
10 m
40 m
30 m

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

200 t
50 t
250 t
85 t

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

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

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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 cannot carry the load safely
it is uneconomical
All of these

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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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