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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
High tension steel
Stainless
High carbon steel

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

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

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Two times
Three times
Five times
Four times

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

175 kg/cm²
100 kg/cm²
49.9 kg/cm²
250 kg/cm²

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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

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

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

10 legged
12 legged
6 legged
8 legged

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