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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

30° to 40°
10° to 30°
90°
40° to 70°

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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/3 to L/5
L/4to2L/5

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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
4.5 mm
10 mm

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

black bolt
turned and fitted bolt
high strength bolt
ordinary unfinished bolt

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Design of Steel Structure
Gantry girders are designed to resist

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

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

pa V
p a (1/V)
paV2
paV”2

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