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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Four times
Five times
Three times
Six times

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

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm
7.5 mm
10 mm
15 mm

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

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

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - tan φ)/(1 + tan φ)
wh (1 - sin φ)/(1 + sin φ)
w (1 - cos φ)/h (1 + sin φ)
wh (1 - cos φ)/(1 + sin φ)

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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
n
d - n/3
d

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