Design of Steel Structures (2180610) MCQs

MCQs of Design of Industrial Building

Showing 1 to 10 out of 37 Questions
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1.
Generally the purlins are placed at the panel points so as to avoid
(a) Axial force in rafter
(b) Shear force in rafter
(c) Deflection of rafter
(d) Bending moment in rafter
Answer:

Option (d)

2.
The maximum permissible span of asbestos cement sheets is
(a) 650 mm
(b) 810 mm
(c) 1250 mm
(d) 1680 mm
Answer:

Option (d)

3.
Generally, the purlins are placed at the panel points so as to avoid_________
(a) Axial force in rafter
(b) Shear force in rafter
(c) Deflection of rafter
(d) Bending moment in rafter
Answer:

Option (d)

4.
The maximum permissible span of asbestos cement sheets is
(a) 650 mm
(b) 810 mm
(c) 1250 mm
(d) 1680 mm
Answer:

Option (d)

5.
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as
(a) 0.65 kN/m2
(b) 0.75 kN/m2
(c) 1.35 kN/m2
(d) 1.50 kN/m2
Answer:

Option (a)

6.
Area of openings for buildings of large permeability is more than
(a) 10% of wall area
(b) 20% of wall area
(c) 30% of wall area
(d) 50% of wall area
Answer:

Option (b)

7.
Main function of purlins is __________
(a) To provide access to roof.
(b) To support two adjacent roof truss.
(c) To support the roofing material.
(d) All of the above.
Answer:

Option (c)

8.
The minimum recommended rise of trusses with Galvanised Iron sheets is
(a) 1 in 12
(b) 1 in 6
(c) 1 in 10
(d) 1 in 18
Answer:

Option (b)

9.
The minimum recommended rise of trusses with asbestos cement sheets is
(a) 1 in 12
(b) 1 in 6
(c) 1 in 10
(d) 1 in 18
Answer:

Option (a)

10.
Live load for roof truss should not be less than
(a) 0.4 kN/m2
(b) 0.2 kN/m2
(c) 0.75 kN/m2
(d) 0.8 kN/m2
Answer:

Option (a)

Showing 1 to 10 out of 37 Questions
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