Design of Steel Structure (2180610) MCQ

MCQs of Design of Roof Truss

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MCQ No - 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

D
MCQ No - 2

The maximum permissible span of asbestos cement sheets is

(A) 650 mm
(B) 810 mm
(C) 1250 mm
(D) 1680 mm

D
MCQ No - 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

D
MCQ No - 4

The maximum permissible span of asbestos cement sheets is

(A) 650 mm
(B) 810 mm
(C) 1250 mm
(D) 1680 mm

D
MCQ No - 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

A

Design of Steel Structure(2180610)

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