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/10 (L - 2D/3)²

WL/12 (L - D/3)²

WL/10 (L + 2D/3)²

WL/12 (L - 2D/3)²

WL/10 (L - 2D/3)²

WL/12 (L - D/3)²

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

1/30th of span

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

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RCC Structures Design
The spacing of transverse reinforcement of column is decided by the following consideration.

All listed here

Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column

The least lateral dimension of the column

Forty-eight times the diameter of transverse reinforcement

All listed here

Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column

The least lateral dimension of the column

Forty-eight times the diameter of transverse reinforcement

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5

2

Less than 2

Less than 2.5

2.5

2

Less than 2

Less than 2.5

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/12th of the span

1/8th of the span

1/10th of the span

1/16th of the span

1/12th of the span

1/8th of the span

1/10th of the span

1/16th of the span

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

20 mm

10 mm

15 mm

25 mm

20 mm

10 mm

15 mm

25 mm

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RCC Structures Design

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

RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration.

RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

RCC Structures Design Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

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

RCC Structures Design
The spacing of transverse reinforcement of column is decided by the following consideration.

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as