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 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/P

WL/2P

WL/3P

WL/4P

WL/P

WL/2P

WL/3P

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RCC Structures Design
A foundation rests on

Both B and C

Base of the foundation

Sub-grade

Foundation soil

Both B and C

Base of the foundation

Sub-grade

Foundation soil

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RCC Structures Design
An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

Triangular load + load from the roof

UDL of wall + load from the roof

Triangular load of the wall

UDL of wall

Triangular load + load from the roof

UDL of wall + load from the roof

Triangular load of the wall

UDL of wall

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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 - P sin θ

W - 2P sin θ

W - P cos θ

W - 2P cos θ

W - P sin θ

W - 2P sin θ

W - P cos θ

W - 2P cos θ

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum bending moment

Maximum bending moment

Minimum shear force

Maximum shear force

Minimum bending moment

Maximum bending moment

Minimum shear force

Maximum shear force

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %

6

1

4 %

0.15 %

6

1

4 %

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RCC Structures Design

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 foundation rests on

RCC Structures Design An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

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 The amount of reinforcement for main bars in a slab, is based upon

RCC Structures Design The maximum area of tension reinforcement in beams shall not exceed

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 foundation rests on

RCC Structures Design
An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

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
The amount of reinforcement for main bars in a slab, is based upon

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed