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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
15 kg/cm²
25 kg/cm²
20 kg/cm²

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d + n/3
d
d - n/3
n

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is increased by Pe/Z
Remains unchanged
Is increased by PZ/e
Is decreased by Pe/Z

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RCC Structures Design
A ribbed slab is provided for

All of these
Thermal insulation
A plain ceiling
Acoustic insulation

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Four times
Two times
Three times
Five times

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

(p₁ - p₂) ⅔h
[(p₁ - p₂)/2] h
[(p₁ + p₂)/2] h
[(p₁ + p₂)/4] h

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