Practice Test: Question Set - 07
1. m1 and m2 are the members of two individual simple trusses of a compound truss. The compound truss will be rigid and determinate if
- (A) m = m1 + m2
- (B) m = m1 + m2 +
1
- (C) m = m1 + m2 +
2
- (D) m = m1 + m2 +
3
2. The maximum B.M. due to an isolated load in a three hinged parabolic arch, (span l, rise h) having one of its hinges at the crown, occurs on either side of the crown at a distance
- (A) l/4
- (B) h/4
- (C) l/2√3
- (D) l/3√2
3. The greatest load which a spring can carry without getting permanently distorted, is called
- (A) Stiffness
- (B) Proof
resilience
- (C) Proof
stress
- (D) Proof
load
4. The force in AC of the truss shown in the given figure, is
- (A) 5t tension
- (B) 4t tension
- (C) 4t compression
- (D) 5t compression
5. A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is
- (A) WL/2AE
- (B) WL/AE
- (C) W2L/AE
- (D) W2L/2AE
6. The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is
- (A) WL/2
- (B) WL2/4
- (C) WL2/8
- (D) WL2/12
7. The force in CD of the truss shown in given figure, is
- (A) 3t compression
- (B) 3t tension
- (C) Zero
- (D) 1.5t compression
8. An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is
- (A) Wa/h
- (B) Wa/2h
- (C) 2W/ha
- (D) 2h/Wa
9. At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by
- (A) Depth
of the section
- (B) Depth of the
neutral axis
- (C) Maximum
tensile stress at the section
- (D) Maximum
compressive stress at the section
10. The ratio of the area of cross-section of a circular section to the area of its core, is
- (A) 4
- (B) 8
- (C) 12
- (D) 16
11. The ratio of maximum and average shear stresses on a rectangular section, is
- (A) 1
- (B) 1.25
- (C) 1.5
- (D) 2.5
12. In the truss shown in the given figure, the force in member BC is
- (A) 100 t compressive
- (B) 100 t tensile
- (C) Zero
- (D) Indeterminate
13. If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm2 total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm2 and Es is 15 Ec
- (A) 264 MN
- (B) 274 MN
- (C) 284 MN
- (D) 294 MN
14. In plastic analysis, the shape factor for rectangular section, is
- (A) 1.4
- (B) 1.5
- (C) 1.6
- (D) 1.7
15. A masonry dam (density = 20,000 N/m3) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be
- (A) 75 N/m2
- (B) 750 N/m2
- (C) 7500 N/m2
- (D) 75000 N/m2
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