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Design of Steel Structure

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

paV”2
p a (1/V)
pa V
paV2

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Design of Steel Structure
The external wind pressure acting on a roof depends on

both (a) and (b)
degree of permeability of roof
None of these
slope of roof

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

90°
40° to 70°
10° to 30°
30° to 40°

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.01
2.34
2.33

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

header beam
spandrel beam
stringer beam
lintel beam

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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

0.8 L
1.5 L
0.67 L
L

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