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Design of Steel Structure

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

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

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
permitted at start and end of lacing system only
not prohibited
permitted between two parts of the lacing

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Design of Steel Structure
Lug angles

are unequal angles.
are used to reduce the length of connection.
increases shear lag.
All listed here

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Design of Steel Structure
The bracing provided in the plane of end posts is called

bottom lateral bracing
portal bracing
sway bracing
top lateral bracing

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

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Deflection of rafter
Shear force in rafter
Bending moment in rafter
Axial force in rafter

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