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Design of Steel Structure

Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.35 kN/m2
0.65 kN/m2
0.75 kN/m2
1.50 kN/m2

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Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

None of these
equal
less
more

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Design of Steel Structure
Load factor is

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

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.75 d
1.25 d
1.33 d
1.5 d

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum depth
maximum weight
minimum weight
minimum thickness of web

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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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