# Civil Engineering Steel Structures Interview Questions – Set 20

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## Q1. The range of economical spacing of trusses varies from

(A) L/3 to L/5
(B) L/4 to 2L/5
(C) L/3 to L/2
(D) 2L/5 to 3L/5, where L is span

(A) 1420 kg/cm2
(B) 1500 kg/cm2
(C) 2125 kg/cm2
(D) 1810 kg/cm2

(A) 4 mm
(B) 6 mm
(C) 8 mm
(D) 10 mm

## Q4. Effective sectional area of a compression member is:

(A) Gross sectional area – area of rivet hole
(B) Gross sectional area + area of rivet hole
(C) Gross sectional area × area of rivet hole
(D) Gross sectional area + area of rivet hole

Answer: (A) Gross sectional area – area of rivet hole

(A) 120
(B) 130
(C) 140
(D) 150

(A) 1500 kg/cm2
(B) 1575 kg/cm2
(C) 945 kg/cm2
(D) 1650 kg/cm2

(A) 150
(B) 180
(C) 250
(D) 350

(A) t = √(21/64)
(B) t = √(64/21)
(C) t = 21/64
(D) t = 64/21

## Q9. The distance measured along one rivet line from the centre of a rivet to the centre of adjoining rivet on an adjacent parallel rivet line, is called

(A) Pitch of rivet
(B) Gauge distance of rivet
(C) Staggered pitch
(D) All the above

## Q10. In plastic analysis, the shape factor for circular sections, is

(A) 1.5
(B) 1.6
(C) 1.697
(D) None of these

## Q11. A compression member consisting of angle sections may be a

(A) Continuous member
(B) Discontinuous single angle strut
(C) Discontinuous double angle strut
(D) All the above

## Q12. The effective length ‘L’ of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by

(A) L = span
(B) L = 0.85 span
(C) L = 0.75 span
(D) L = 0.7 span

Answer: (B) L = 0.85 span

## Q13. The external wind pressure acting on a roof depends on

(A) Degree of permeability of roof
(B) Slope of roof
(C) Both (A) and (B)
(D) None of the above

## Q14. The main advantage of a steel member, is:

(A) Its high strength
(B) Its gas and water tightness
(C) Its long service life
(D) All the above

(A) 1500 kg/cm2
(B) 1890 kg/cm2
(C) 2025 kg/cm2
(D) 2340 kg/cm2