1. A metal bar of length 200 m is inserted between 2 rigid supports and its temperature is increased by 30°C. If the coefficient of thermal expansion is 15 × 10-6 per °C and the Young’s modulus is 2 × 105 MPa, then the stress in the
bar is
- 90,000 MPa
- 60 MPa
- 6000 MPa
- 90 MPa
2. If all the dimensions of a prismatic bar increase in the proportion n : 1, the proportion with which the maximum stress produced in the bar by its own weight will change by
- 1 : n2
- 1 : n
- $\sqrt{n}$ : 1
- n : 1
3. A load of 100 kN suddenly acts on a bar of 100 cm2 area of cross-section and of length 300 mm. Maximum stress developed in the bar is
- 10 MPa
- 20 MPa
- 30 MPa
- 40 MPa
4. A rod 20 mm x 20 mm cross-section is carrying an axial tensile load 40 kN.what is the value of tensile stress developed in this rod?
- 100MPa
- 10 MPa
- 1 MPa
- 1000 MPa
5. A tube of aluminium of 40 mm external diameter and 20 mm internal diameter is snugly fitted on a solid steel rod of 20 mm diameter. The composite bar is subjected to an axial compressive force P. If the stress on steel bar is 70 N/mm2, the stress in the aluminium tube and corresponding value of P will be: (E for steel: 2 × 105 N/mm2 and E for aluminium: 7 × 104 N/mm2)
- 24.5 N/mm2, 45.08 kN
- 36.5 N/mm2, 60.10 kN
- 54.5 N/mm2, 73.10 kN
- 73.80 N/mm2, 92.60 kN
6. A Steel bar having cross-sectional area of 100π mm2 is subjected to a tensile force of 40 kN. Determine the tensile stress.
- 127.23 MPa
- 150 MPa
- 175.25 MPa
- 200.05 MPa
7. A square steel rod 20 mm × 20 mm in section is to carry an axial load of 100 kN. Calculate the stress.
- 1,50,000 kN/m2
- 2,50,000 kN/m2
- 4,50,000 kN/m2
- 3,50,000 kN/m2
8. The stress due to suddenly applied load is _________ times that of gradually applied load.
- 5
- 4
- 3
- 2
9. A steel rod of length ‘L’ and diameter ‘d’ fixed at both ends, is uniformly heated to a temperature rise of ΔT. The modulus of elasticity of material is ‘E’ and Thermal expansion coefficient is ‘α’. Thermal stress in rod is
- EαΔTL
- αΔT
- EαΔT
- zero
10. Type of stress that causes dilation is known as
- Thermal stress
- Shear stress
- Deviatoric stress
- Hydrostatic stress
11. A steel bar of 5 mm is heated from 15° to 40°C and it is free to expand. The bar will induce
- No stress
- Shear stress
- Tensile stress
- Compressive stress
12. The stress in a steel bar is given as 25,0000 kN/m2 and length of the bar is 50 m. Calculate the shortening of the bar if E = 2.14 × 108 N/mm2
- 0.160 mm
- 0.0584 mm
- 0.250 mm
- 0.305 mm
13. A steel bar of 500 mm length is under tensile stress of 100 N/mm2. If the modulus of elasticity is 2 × 1011 N/m2, then the total elongation of the bar will be
- 2.50 mm
- 0.25 mm
- 0.50 mm
- 5.00 mm
14. A concrete beam is post-tensioned by a cable carrying an initial stress of 1000 N/mm2, the slip of jacking end was observed to be 5 mm, modulus of steel is 210 kN/mm2 and span of beam is 30 m; what is % of loss of stress due to anchorage?
- 2.5%
- 3.5%
- 4.0%
- 1.5%
15. The rate of increase of stress is large in case of
- Unbonded beams
- Bonded beams
- Anchorage beams
- Tensioned beams
16. Subjected to axial load, the ductile material fails due to
- axial stress
- ductility
- axial strain
- shear stress
17. The unit of stress in S.I. unit is
- Kg/cm2
- Kg/m2
- N/m2
- N/cm2
18. A bar of cross-sectional area 2 cm2 and length 100 cm fixed to rigid supports at both ends at a temperature of 25°C. The bar is subjected to an increase in temperature of 30°C. If the coefficient of linear thermal expansion of the
material is 10 × 10-6 °C and Young’s modulus is 2 × 105 N/mm2, the stress in the bar is
- 10 N/mm2 comp
- 20 N/mm2 comp
- 50 N/mm2 tension
- 50 N/mm2 comp
19. The stress is ‘S’ when a body is subjected to a gradual load W on it. If the load is applied suddenly, the stress shall be
- S
- 2S
- 4S
- 1.5S
20. If a metal bar fixed at both ends is cooled by reducing the temperature by 30°C, the nature of the stress developed in the bar will be
- Shear
- Compressive
- Tensile
- None of the above