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RCC Structures Design

RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

12 cm
8 cm
4 cm
6 cm

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

1
4 %
6
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/'- (Z/M)
f = (A/P) - (M/Z)
f = (P/A) - (M/6Z)
f = (P/A) - (M/Z)

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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

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

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
10 mm
12 mm
16 mm

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.5
2.0
3.0
1.0

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