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

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

35

30

40

45

35

30

40

45

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 40 mm or diameter

Smaller of 25 mm or diameter

Greater of 40 mm or diameter

Greater of 25 mm or diameter

Smaller of 40 mm or diameter

Smaller of 25 mm or diameter

Greater of 40 mm or diameter

Greater of 25 mm or diameter

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d - n)/n

t/mc = (d + n)/n

mc/t = (d - n)/n

mc/t = n/(d - n)

t/mc = (d - n)/n

t/mc = (d + n)/n

mc/t = (d - n)/n

mc/t = n/(d - n)

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Load of the surcharge, if any

Its own weight

All listed here

Weight of the soil above it

Load of the surcharge, if any

Its own weight

All listed here

Weight of the soil above it

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RCC Structures Design
The number of treads in a flight is equal to

Risers minus one

Risers plus one

Risers in the flight

None of these

Risers minus one

Risers plus one

Risers in the flight

None of these

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RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

42 diameters from the centre of the column

24 diameters from the centre of the column

42 diameters from the inner edge of the column

42 diameters from the outer edge of the column

42 diameters from the centre of the column

24 diameters from the centre of the column

42 diameters from the inner edge of the column

42 diameters from the outer edge of the column

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RCC Structures Design

RCC Structures Design The minimum clear cover for R.C.C. columns shall be

RCC Structures Design With usual notations the depth of the neutral axis of a balanced section, is given by

RCC Structures Design The design of heel slab of a retaining wall is based on the maximum bending moment due to:

RCC Structures Design The number of treads in a flight is equal to

RCC Structures Design Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

RCC Structures Design
The number of treads in a flight is equal to

RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than