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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)

1.5 d
1.25 d
1.33 d
1.75 d

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Unpredictable
Equal to load factor in determinate structures
More than the load factor in determinate structures
Less than the load factor in determinate structures

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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

90°
40° to 70°
10° to 30°
30° to 40°

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

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

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Design of Steel Structure
Bolts are most suitable to carry

shear
shear and bending
bending
axial tension

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

ordinary unfinished bolt
high strength bolt
black bolt
turned and fitted bolt

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