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Design of Steel Structure

Design of Steel Structure
Bolts are most suitable to carry

shear and bending
axial tension
shear
bending

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

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

50%
40%
30%
60%

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

163 mm
160 mm
162 mm
161 mm

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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°
40° to 70°
90°
10° to 30°

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

60mm
40mm
80mm
100mm

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