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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
5 cm to 8 cm
12 cm to 15 cm
3 cm to 5 cm

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

200 cm
100 cm
50 cm
150 cm

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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/10√Q
√(M/100Q)
M/100Q

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (A/P) - (M/Z)
f = (P/A) - (M/6Z)
f = (P/A) - (M/Z)
f = (P/'- (Z/M)

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RCC Structures Design
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

Simply supported beam
Continuous beam
None of these
Cantilever beam

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

35
30
20
25

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