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RCC Structures Design

RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

16d
12d
4d
8d

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
5 m
6 m
3 m

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

40
50
45
55

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RCC Structures Design
The load stress of a section can be reduced by

Replacing larger bars by greater number of small bars
Increasing the total perimeter of bars
Replacing smaller bars by greater number of greater bars
Decreasing the lever arm

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

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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

176 cm
300 cm
236 cm
233 cm

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