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Design of Steel Structure

Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

10° to 30°
90°
40° to 70°
30° to 40°

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

1.75 d
1.25 d
1.5 d
1.33 d

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

6 mm
8 mm
10 mm
4.5 mm

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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
1.414
1.67
1.18

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Design of Steel Structure
Gantry girders are designed to resist

lateral and longitudinal loads
lateral loads
lateral, longitudinal and vertical loads
longitudinal loads and vertical loads

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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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