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Design of Steel Structure

Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

3.0 d
1.5 d
2.0 d
2.5 d

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

650 mm
810 mm
1680 mm
1250 mm

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

40%
30%
60%
50%

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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

30° to 40°
90°
40° to 70°
10° to 30°

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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
The slenderness ratio of lacing bars should not exceed

100
120
180
145

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