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Design of Steel Structure

Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.7
0
±0.5
± 0.2

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

paV2
paV”2
p a (1/V)
pa V

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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
0.67 L
L
1.5 L

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

decrease in h/t ratio
decrease in thickness
increase in height
increase in h/t ratio

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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

600 mm
300 mm
500 mm
1000 mm

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

100
10
zero
infinity

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