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

30

45

40

35

30

45

40

35

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)²

w₁/w₂ = (l₂/l₁)⁴

w₁/w₂ = l₂/l₁

w₁/w₂ = (l₂/l₁)³

w₁/w₂ = (l₂/l₁)²

w₁/w₂ = (l₂/l₁)⁴

w₁/w₂ = l₂/l₁

w₁/w₂ = (l₂/l₁)³

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Less than 6

Equal to 6

Not less than 6

Equal to 7

Less than 6

Equal to 6

Not less than 6

Equal to 7

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8

M = pb (c - a)/4

M = pb (b + a)/8

M = pb (b - a)²/4

M = pb (b - a)²/8

M = pb (b + a)/8

M = pb (c - a)/4

M = pb (b + a)/8

M = pb (b - a)²/4

M = pb (b - a)²/8

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm

12 cm to 15 cm

6 cm to 7.5 cm

8 cm to 10 cm

10 cm to 12 cm

12 cm to 15 cm

6 cm to 7.5 cm

8 cm to 10 cm

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span

1/20th of span

1/25th of span

1/30th of span

1/15th of span

1/20th of span

1/25th of span

1/30th of span

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RCC Structures Design

RCC Structures Design If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

RCC Structures Design As per I.S. 456 - 1978, the pH value of water shall be

RCC Structures Design If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

RCC Structures Design The breadth of a ribbed slab containing two bars must be between

RCC Structures Design For initial estimate for a beam design, the width is assumed

RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

RCC Structures Design
For initial estimate for a beam design, the width is assumed