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RCC Structures Design

RCC Structures Design
A flat slab is supported

On beams and columns
On columns monolithically built with slab
On columns
On beams

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

4d
12d
16d
8d

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.5 H
0.7 H
0.3 H
0.4 H

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

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

6 legged
12 legged
8 legged
10 legged

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RCC Structures Design
A pre-stressed concrete member

Possesses internal stresses
Is made of concrete
Is made of reinforced concrete
Is stressed after casting

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