1. An R.C.C. column is treated as long if its slenderness ratio is greater than
2. The width of the flange of a T-beam should be less than
3. Bank rate means?
4. Cantilever retaining walls can safely be used for a height not more than
5. Which of the following is a correct plural noun:?
6. Who is the first woman won the Gold Medal of Olympic Order given by International Olympics Committee?
7. For M 150 mix concrete, according to I.S. specifications, local bond stress, is
8. If the average bending stress is 6 kg/cm2 for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is
9. Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than
10. The diameter of longitudinal bars of a column should never be less than
11. The design of a retaining wall assumes that the retained earth
12. Dimensions of a beam need be changed if the shear stress is more than
13. The thickness of base slab of a retaining wall generally provided, is
14. For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is
15. Thickened part of a flat slab over its supporting column, is technically known as
16. An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at
17. The effective span of a simply supported slab, is
18. The minimum cube strength of concrete used for a prestressed member, is
19. The number of treads in a flight is equal to
20. A short column 20 cm x 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm2 and 300 kg/cm2, the Safe load on the column, should not exceed
21. The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm2, safe shear stress 5 kg/cm2 and B.M. 24 mt,
22. In a beam the local bond stress Sb, is equal to
23. According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is
24. A foundation rests on
25. For initial estimate for a beam design, the width is assumed