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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

20 %
50 %
10 %
40 %

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

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

55°
45°
25°
35°

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-half lever arm of the section
One and half lever arm of the section
One-third lever arm of the section
Lever arm of the section

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RCC Structures Design
A flat slab is supported

On columns
On columns monolithically built with slab
On beams
On beams and columns

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.9
0.8
0.7

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