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RCC Structures Design

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

12 cm to 15 cm
8 cm to 10 cm
6 cm to 7.5 cm
10 cm to 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
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Lee-McCall system
Magnel-Blaton system
C.L. standard system
Freyssinet system

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.407 L
0.207 L
0.307 L
0.107 L

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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

Three times
Five times
Four times
Six times

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

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

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