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RCC Structures Design

RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl210
wl28
wl24
wl212

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

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

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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
Cantilever beam
None of these
Continuous beam

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

18 bar diameters
24 bar diameters
36 bar diameters
30 bar diameters

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
20 kg/cm²
10 kg/cm²
15 kg/cm²

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strip
Footing
Raft
Strap

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