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
The diameter of main bars in R.C.C. columns, shall not be less than

15 mm

11 mm

12 mm

10 mm

15 mm

11 mm

12 mm

10 mm

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P sin θ

W - 2P cos θ

W - P cos θ

W - P sin θ

W - 2P sin θ

W - 2P cos θ

W - P cos θ

W - P sin θ

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RCC Structures Design
For a ribbed slab

Clear spacing between ribs shall not be greater than 4.5 cm

All listed here

Overall depth of the slab shall not exceed four times the breadth of the rib

Width of the rib shall not be less than 7.5 cm

Clear spacing between ribs shall not be greater than 4.5 cm

All listed here

Overall depth of the slab shall not exceed four times the breadth of the rib

Width of the rib shall not be less than 7.5 cm

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RCC Structures Design
A flat slab is supported

On beams and columns

On beams

On columns

On columns monolithically built with slab

On beams and columns

On beams

On columns

On columns monolithically built with slab

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/4P

WL/3P

WL/2P

WL/P

WL/4P

WL/3P

WL/2P

WL/P

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RCC Structures Design

RCC Structures Design The diameter of main bars in R.C.C. columns, shall not be less than

RCC Structures Design In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

RCC Structures Design For a ribbed slab

RCC Structures Design A flat slab is supported

RCC Structures Design A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

RCC Structures Design
For a ribbed slab

RCC Structures Design
A flat slab is supported

RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is