If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L - 2D/3)²

WL/12 (L - 2D/3)²

WL/12 (L - D/3)²

WL/10 (L + 2D/3)²

WL/10 (L - 2D/3)²

WL/12 (L - 2D/3)²

WL/12 (L - D/3)²

WL/10 (L + 2D/3)²

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3

1

2

5

3

1

2

5

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Four times the diameter

Twice the diameter

Thrice the diameter

Seven times the diameter

Four times the diameter

Twice the diameter

Thrice the diameter

Seven times the diameter

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.9

0.8

0.7

0.6

0.9

0.8

0.7

0.6

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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

4.1 m

4.5 m

4.0 m

4.7 m

4.1 m

4.5 m

4.0 m

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

Greater of 25 mm or diameter

Smaller of 40 mm or diameter

Greater of 40 mm or diameter

Smaller of 25 mm or diameter

Greater of 25 mm or diameter

Smaller of 40 mm or diameter

Greater of 40 mm or diameter

Smaller of 25 mm or diameter

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RCC Structures Design

RCC Structures Design For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

RCC Structures Design The length of the straight portion of a bar beyond the end of the hook, should be at least

RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

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

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

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

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

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