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Design of Steel Structure

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

10%
20%
5%
15%

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

105.5 MPa on net area
95.0 MPa on net area
150.0 MPa on gross area
105.5 MPa on gross area

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

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

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Design of Steel Structure
Which of the following conditions is to be satisfied both in elastic and plastic analysis ?

mechanism condition
equilibrium condition
plastic moment condition
yield condition

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

10° to 30°
90°
30° to 40°
40° to 70°

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

1.5 d
1.25 d
1.33 d
1.75 d

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