An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

236 cm

233 cm

176 cm

300 cm

236 cm

233 cm

176 cm

300 cm

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d - n/3

d + n/3

d

n

d - n/3

d + n/3

d

n

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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/P

WL/4P

WL/3P

WL/2P

WL/P

WL/4P

WL/3P

WL/2P

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/P

WL/2P

WL/4P

WL/3P

WL/P

WL/2P

WL/4P

WL/3P

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for interior panels without drop

L/36 for end panels without drops

L/32 for end panels without drops

All listed here

L/36 for interior panels without drop

L/36 for end panels without drops

L/32 for end panels without drops

All listed here

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

All listed here

Forty-eight times the diameter of transverse reinforcement

The least lateral dimension of the column

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

All listed here

Forty-eight times the diameter of transverse reinforcement

The least lateral dimension of the column

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

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RCC Structures Design

RCC Structures Design An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

RCC Structures Design If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, 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

RCC Structures Design If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

RCC Structures Design The minimum thickness of a flat slab is taken

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

RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, 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

RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

RCC Structures Design
The minimum thickness of a flat slab is taken

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