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RCC Structures Design

RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

12d
16d
8d
4d

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

100 cm
150 cm
200 cm
50 cm

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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/P
WL/2P
WL/3P

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete but high tensile steel
Low strength concrete only
High strength concrete and high tensile steel

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
12 mm
15 mm
10 mm

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

Stainless
High tension steel
Mild steel
High carbon steel

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