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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

2.5 diameters
3 diameters
3.5 diameters
One diameter

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

All listed here
K/x (1 + x/d) + bw
Kx (1 - x/l) + bw
Kx (1 + x/l) + bw

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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
15 kg/cm²
10 kg/cm²

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/30th of span
1/25th of span
1/15th of span

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RCC Structures Design
A foundation is called shallow if its depth, is

Three-fourth of its width
One-fourth of its width
Equal to its width
Half of its width

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/4P
WL/2P
WL/3P
WL/P

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