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RCC Structures Design

RCC Structures Design
A foundation rests on

Sub-grade
Both B and C
Base of the foundation
Foundation soil

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

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

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is unsafe in shear
Needs redesigning
Is safe in shear
Is over safe in shear

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RCC Structures Design
A pre-cast pile generally used, is

Octagonal
Circular
Square with corners chamfered
Square

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Economic section
Under-reinforced section
Over reinforced section
Critical section

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

5.0 cm larger than the diameter of the column
0.25 times the diameter of the column
4.0 cm larger than the diameter of the column
0.25 times the span length

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