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## Q1. The ratio of shearing stress to shearing strain within elastic limit, is known as

(A) Modulus of elasticity

(B) Shear modulus of elasticity

(C) Bulk modulus of elasticity

(D) Tangent modulus of elasticity

Answer: (B) Shear modulus of elasticity

## Q2. Column footing is provided

(A) To spread the column load over a larger area

(B) To ensure that intensity of bearing pressure between the column footing and soil does not exceed permissible bearing capacity of the soil

(C) To distribute the column load over soil through the column footing

(D) All the above

Answer: (D) All the above

## Q3. The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is

(A) 1500 kg/cm2

(B) 1420 kg/cm2

(C) 1650 kg/cm2

(D) 2285 kg/cm2

Answer: (C) 1650 kg/cm2

## Q4. In a built up section carrying a tensile force, the flanges of two channels are turned outward

(A) To simplify the transverse connections

(B) To minimize lacing

(C) To have greater lateral rigidity

(D) All the above

Answer: (C) To have greater lateral rigidity

## Q5. Cold driven rivets range from

(A) 6 to 10 mm in diameter

(B) 10 to 16 mm in diameter

(C) 12 to 22 mm in diameter

(D) 22 to 32 mm in diameter

Answer: (C) 12 to 22 mm in diameter

## Q6. When the ratio of the moment M to axial load P is greater than L/6, the resultant of the compressive bearing pressure which acts at a distance Y from one side, is given by

(A) y = (L/3) – (M/P)

(B) y = (L/2) – (P/M)

(C) y = (L/2) + (M/P)

(D) y = (L/3) + (M/P)

Answer: (B) y = (L/2) – (P/M)

## Q7. The overlap of batten plates with the main members in welded connections should be more than

(A) 3 t

(B) 4 t

(C) 6 t

(D) 8 t

Where ‘t’ = thickness of the batten plate

Answer: (B) 4 t

## Q8. The mechanism method of plastic analysis satisfies

(A) Equilibrium and mechanism conditions

(B) Equilibrium and plastic moment conditions

(C) Mechanism and plastic moment conditions

(D) Equilibrium condition only

Answer:(A) Equilibrium and mechanism conditions

## Q9. A circular column section is generally not used in actual practice because

(A) It is uneconomical

(B) It cannot carry the load safely

(C) It is difficult to connect beams to the round sections

(D) All of the above

Answer: (C) It is difficult to connect beams to the round sections

## Q10. A fillet weld may be termed as

(A) Mitre weld

(B) Concave weld

(C) Convex weld

(D) All the above

Answer: (D) All the above

## Q11. Rolled steel beams are designated by Indian Standard series and its

(A) Weight per metre and depth of its section

(B) Depth of section and weight per metre

(C) Width of flange and weight per metre

(D) Weight per metre and flange width

Answer: (B) Depth of section and weight per metre

## Q12. The safe working pressure for a spherical vessel 1.5 m diameter and having 1.5 cm thick wall not to exceed tensile stress 50 kg/cm2, is

(A) 16 kg/cm2

(B) 18 kg/cm2

(C) 20 kg/cm2

(D) 22 kg/cm2

Answer: (C) 20 kg/cm2

## Q13. Modified moment of inertia of sections with a single web, is equal to moment of inertia of the section about Y-Y axis at the point of maximum bending moment and is multiplied by the ratio of

(A) Area of compression flange at the minimum bending moment to the corresponding area at the point of maximum bending moment

(B) Area of tension flange at the minimum bending moment of the corresponding area at the point of maximum bending moment

(C) Total area of flanges at the maximum bending moment to the corresponding area at the point of maximum bending moment

(D) None of these

Answer: (C) Total area of flanges at the maximum bending moment to the corresponding area at the point of maximum bending moment

## Q14. When plates are exposed to weather, tacking rivets are provided at a pitch in line not exceeding (where t is the thickness of the outside plate).

(A) 8 t

(B) 16 t

(C) 24 t

(D) 32 t

Answer: (B) 16 t

## Q15. Rise of a Jack arch is kept about

(A) 1/2 to 1/3 of the span

(B) 1/3 to 1/4 of the span

(C) 1/4 to 1/8 of the span

(D) 1/8 to 1/12 of the span

Answer: (D) 1/8 to 1/12 of the span

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