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/2P

WL/3P

WL/P

WL/4P

WL/2P

WL/3P

WL/P

WL/4P

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Coincides the geometrical centre of the beam

None of these

Remains within the flange

Remains below the slab

Coincides the geometrical centre of the beam

None of these

Remains within the flange

Remains below the slab

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

50 cm

100 cm

200 cm

150 cm

50 cm

100 cm

200 cm

150 cm

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

4,120 kg

None of these

41,200 kg

412,000 kg

4,120 kg

None of these

41,200 kg

412,000 kg

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

10

25

20

15

10

25

20

15

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RCC Structures Design
If the shear stress in a R.C.C. beam is

All of these

Equal or less than 5 kg/cm², no shear reinforcement is provided

Greater than 20 kg/cm², the size of the section is changed

Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided

All of these

Equal or less than 5 kg/cm², no shear reinforcement is provided

Greater than 20 kg/cm², the size of the section is changed

Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided

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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 T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

RCC Structures Design For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

RCC Structures Design If the shear stress in a R.C.C. 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
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

RCC Structures Design
If the shear stress in a R.C.C. beam is