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RCC Structures Design

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 - n/3
d
n

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.5 m
4.0 m
4.1 m

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
All listed here
To provide high bond stresses
To overcome high bearing stresses developed at the ends

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

7 mm
5 mm
6 mm
4 mm

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

58 d
48 d
28 d
38 d

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)
Shear force/(Lever arm × Width)
(Shear force × Width)/Lever arm
Lever arm/(Shear force × Width)

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