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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.10 %
0.12 %
0.18 %
0.15 %

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

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for end panels without drops
L/36 for interior panels without drop
L/32 for end panels without drops
All listed here

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

mc/t = (d - n)/t
(m + c)/t = n/(d + n)
(t + c)/n = (d + n)/n
mc/t = n/(d - n)

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RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

300 cm
236 cm
176 cm
233 cm

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

12 cm to 15 cm
6 cm to 7.5 cm
8 cm to 10 cm
10 cm to 12 cm

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