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Design of Steel Structure

Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.34
2.33
2.01

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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°
30° to 40°
10° to 30°
40° to 70°

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.50 kN/m2
0.75 kN/m2
0.65 kN/m2
1.35 kN/m2

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Design of Steel Structure
Shape factor is a property which depends

only on the ultimate stress of the material
only on the geometry of the section
both on the yield stress and ultimate stress of material
only on the yield stress of the material

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Design of Steel Structure
Bolts are most suitable to carry

shear and bending
axial tension
bending
shear

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

zero
±0.7p
±0.2p
± 0.5 p

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