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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.10 %
0.12 %
0.18 %
0.15 %

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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

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

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

High carbon steel
Mild steel
High tension steel
Stainless

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is built integrally with the beam
All of the listed here
It is effectively bonded together with the beam
Flange has adequate reinforcement transverse to beam

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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
15 kg/cm²
25 kg/cm²

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
8
16
12

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