An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²

7.6 kg/cm²

8.3 kg/cm²

21.5 kg/cm²

7.6 kg/cm²

8.3 kg/cm²

21.5 kg/cm²

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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 concrete × area of concrete

Stress in steel × area of steel

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

None of these

Stress in concrete × area of concrete

Stress in steel × area of steel

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

None of these

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

30 mm diameter

24 mm diameter

18 mm diameter

36 mm diameter

30 mm diameter

24 mm diameter

18 mm diameter

36 mm diameter

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

25 %

15 %

10 %

20 %

25 %

15 %

10 %

20 %

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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

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

Kx (1 - x/l) + bw

All listed here

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

15 mm

12 mm

10 mm

11 mm

15 mm

12 mm

10 mm

11 mm

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RCC Structures Design

RCC Structures Design An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, 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

RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than

RCC Structures Design By over-reinforcing a beam, the moment of resistance can be increased not more than

RCC Structures Design The diameter of main bars in R.C.C. columns, shall not be less than

RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, 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

RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than