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Design of Steel Structure

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

1.33 d
1.75 d
1.25 d
1.5 d

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

60%
50%
30%
40%

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Design of Steel Structure
The statical method of plastic analysis satisfies

mechanism and plastic moment conditions
equilibrium and plastic moment conditions
equilibrium and mechanism conditions
equilibrium condition only

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

150
200
180
190

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Design of Steel Structure
Load factor is

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

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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
250
180
350

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