According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

RCC Structures Design
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

Stress in steel × area of steel

None of these

Stress in concrete × area of concrete

Stress in concrete × area of concrete + Stress in steel × area of steel

Stress in steel × area of steel

None of these

Stress in concrete × area of concrete

Stress in concrete × area of concrete + Stress in steel × area of steel

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-third lever arm of the section

One-half lever arm of the section

Lever arm of the section

One and half lever arm of the section

One-third lever arm of the section

One-half lever arm of the section

Lever arm of the section

One and half lever arm of the section

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

None of these

Simply supported beam

Continuous beam

Cantilever beam

None of these

Simply supported beam

Continuous beam

Cantilever beam

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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

150 cm

200 cm

100 cm

50 cm

150 cm

200 cm

100 cm

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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/2P

WL/3P

WL/4P

WL/P

WL/2P

WL/3P

WL/4P

WL/P

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Hooked splice

Straight bar splice

Dowel splice

All listed here

Hooked splice

Straight bar splice

Dowel splice

All listed here

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RCC Structures Design

RCC Structures Design According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

RCC Structures Design In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

RCC Structures Design If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

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 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 Steel bars are generally connected together to get greater length than the standard length by providing

RCC Structures Design
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

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
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
Steel bars are generally connected together to get greater length than the standard length by providing