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RCC Structures Design

RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/100Q
√(M/Q)
M/10√Q
√(M/100Q)

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
8 cm to 10 cm
6 cm to 7.5 cm
12 cm to 15 cm

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight above centroidal axis
Parabolic with convexity downward
Straight below centroidal axis
Parabolic with convexity upward

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

2WR²/16
WR²/16
3WR²/16
Zero

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
40
50
55

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

ft .d/4fb
(π/4). (ft .d/fb)
π ft .d²/fb
(π/4). (ft .d3/fb)

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