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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
slope of roof
both (a) and (b)
degree of permeability of roof

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.1 L
1.8 L
1.3 L
1.5 L

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Design of Steel Structure
Load factor is

always equal to factor of safety
always less than factor of safety
always greater than factor of safety
sometimes greater than factor of safety

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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)

175 t2/h
125 t3/h2
125 t2/h
75 t2/h

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Design of Steel Structure
The effective length of a battened column is increased by

20%
10%
5%
15%

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area and gross area
gross area in both cases
net area in both cases
gross area and net area

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