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RCC Structures Design

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

2h/3
h/3
h/2
h/4

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One and half lever arm of the section
Lever arm of the section
One-half lever arm of the section
One-third lever arm of the section

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/2jdƩO
Q/3jdƩO
Q/jdƩO
2 × Q/jdƩO

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

Width of the stem at the bottom
One-third of the width of the stem at the bottom
One half of the width of the stem at the bottom
One fourth of the width of the steam at the bottom

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Decreased towards the centre of the beam
Increased at the centre of the beam
Increased at the ends
Kept constant throughout the length

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

45
35
40
30

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