Civil Engineering MCQs

Page No. 233

The thickness of the topping of a ribbed slab, varies between________________?


a3 cm to 5 cm

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b5 cm to 8 cm

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c8 cm to 10 cm

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d 12 cm to 15 cm

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View Answer 5 cm to 8 cm

The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is_______________?


a 1400 kg/cm2

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b 190 kg/cm2

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c 260 kg/cm2

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d230 kg/cm2

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View Answer 1400 kg/cm2

An R.C.C. column is treated as short column if its slenderness ratio is less than_______________?


a30

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b35

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c40

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d50

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View Answer 50

The advantage of reinforced concrete, is due to_______________?


a Monolithic character

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bFire-resisting and durability

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cEconomy because of less maintenance cost

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dAll the above

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View Answer All the above

Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than____________?


a42 diameters from the centre of the column

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b42 diameters from the inner edge of the column

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c42 diameters from the outer edge of the column

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d24 diameters from the centre of the column

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Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by_________________?


aRankine formula

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bMarcus formula

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cRankine Grashoff formula

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dGrashoff formula

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A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is_____________________?


aWL/P

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b WL/2P

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cWL/3P

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d WL/4P

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View Answer WL/3P

For initial estimate for a beam design, the width is assumed__________________?


a 1/15th of span

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b1/20th of span

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c1/25th of span

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d1/30th of span

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View Answer 1/30th of span

Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of_____________________?


a h /4

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b h/3

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c h/2

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d2h/3

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View Answer h/3

Spacing of stirrups in a rectangular beam, is__________________?


aKept constant throughout the length

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b Decreased towards the centre of the beam

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cIncreased at the ends

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dIncreased at the centre of the beam

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