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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/30th of span
1/15th of span
1/25th of span

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

30 cm
40 cm
20 cm
75 cm

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σcAc + m σcAsc
All listed here
σc[A + (m - 1)Asc]
σc(A - Asc) + m σcAsc

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

2 × Q/jdƩO
Q/3jdƩO
Q/jdƩO
Q/2jdƩO

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Not less than 6
Equal to 7
Less than 6
Equal to 6

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

½ n₁ (1 - n₁/3) cbd²
Atft (d - n/3)
bn (fc/2) (d - n/3)
All listed here

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