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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

8d
16d
12d
4d

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

All listed here
Economic section
Critical section
Balanced section

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

30
50
35
40

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

25 %
15 %
10 %
20 %

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
200 kg/m²
75 kg/m²
150 kg/cm²

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (P/'+ (Z/M)
f = (A/P) + (M/Z)
f = (P/A) + (M/6Z)
f = (P/A) + (M/Z)

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