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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

6
1
4 %
0.15 %

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

150 kg/cm²
200 kg/m²
75 kg/m²
Nil

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

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

45°
All listed here
30°
40°

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

None of these
Continuous beam
Cantilever beam
Simply supported beam

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l
8hl/p²
8hl/p
8hp/l²

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