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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 30
R + 2T = 60
2R + T = 60
R + 2T= 30

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Four times
Six times
Three times

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

6 cm
8 cm
4 cm
12 cm

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf + eE
(1 - C) mf - eE
(1 - C) mf + eE
(C - 1) mf - eE

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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/Q)
M/100Q
M/10√Q
√(M/100Q)

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r⁴) M
(5/6) (r/1 + r²) M
(5/6) (r²/1 + r³) M
(5/6) (r²/1 + r²) M

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