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MHADA Exam Civil Technical IMP Question Mock Test 55


1➤ An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm2, the beam

2➤ According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is

3➤ The load stress of a section can be reduced by

4➤ the column head support a flat slab, is generally kept The diameter of

5➤ fixed at its ends, the If is the uniformly distributed load on a circular slab of radius maximum positive radial moment at its centre, is

6➤ The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

7➤ If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

8➤ The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

9➤ Pick up the correct statement from the following:

10➤ In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

11➤ Lapped splices in tensile reinforcement are generally not used for bars of size larger than

12➤ Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

13➤ For a ribbed slab

14➤ A very comfortable type of stairs is

15➤ Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

16➤ The width of the flange of a L-beam, should be less than

17➤ A pre-stressed concrete member is preferred because

18➤ If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

19➤ carrying a uniformly distributed load per metre length is suspended at two A pile of length points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

20➤ If is the net upward pressure on a square footing of side for a square column of side , the maximum bending moment is given by

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