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
The width of the rib of a T-beam, is generally kept between

1/3 to 2/3 of rib depth

1/3 to 1/2 of rib depth

1/7 to 1/3 of rib depth

1/2 to 3/4 of rib depth

1/3 to 2/3 of rib depth

1/3 to 1/2 of rib depth

1/7 to 1/3 of rib depth

1/2 to 3/4 of rib depth

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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/2P

WL/3P

WL/P

WL/4P

WL/2P

WL/3P

WL/P

WL/4P

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RCC Structures Design
A very comfortable type of stairs is

Open newel

Straight

Geometrical

Dog legged

Open newel

Straight

Geometrical

Dog legged

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

Equal to 6

Less than 6

Not less than 6

Equal to 7

Equal to 6

Less than 6

Not less than 6

Equal to 7

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 - x/l) + bw

All listed here

K/x (1 + x/d) + bw

Kx (1 + x/l) + bw

Kx (1 - x/l) + bw

All listed here

K/x (1 + x/d) + bw

Kx (1 + x/l) + bw

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RCC Structures Design

RCC Structures Design The width of the rib of a T-beam, is generally kept between

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 A very comfortable type of stairs is

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

RCC Structures Design
The width of the rib of a T-beam, is generally kept between

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
A very comfortable type of stairs is

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