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Design of Steel Structure

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°
10° to 30°
40° to 70°
90°

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

50% of wall area
10% of wall area
30% of wall area
20% of wall area

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

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

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area in both cases
net area and gross area
gross area and net area
gross area in both cases

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Design of Steel Structure
The capacity of the smallest pressed steel tank is

1650 litre
2450 litre
1950 litre
1000 litre

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Design of Steel Structure
Bearing stiffeners are provided at i) the supports ii) the mid span iii) the point of application of concentrated loads The correct answer is

(i), (ii) and (iii)
both (i) and (ii)
only (i)
both (i) and (iii)

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