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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 maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

150
180
250
350

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
125 t2/h
175 t2/h
75 t2/h

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

30% of wall area
10% of wall area
20% of wall area
50% of wall area

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Design of Steel Structure
As compared to field rivets, the shop rivets are

stronger
equally strong
Any of these
weaker

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

2d/3
d/3
d/4
d/2

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