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

8.3 kg/cm²

21.5 kg/cm²

7.6 kg/cm²

21.5 kg/cm²

8.3 kg/cm²

21.5 kg/cm²

7.6 kg/cm²

21.5 kg/cm²

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

None of these

Ultimate load method

Modular ratio method

Load factor method

None of these

Ultimate load method

Modular ratio method

Load factor method

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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

36 mm diameter

18 mm diameter

24 mm diameter

30 mm diameter

36 mm diameter

18 mm diameter

24 mm diameter

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RCC Structures Design
According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is

Half of the width of the slab

Four-fifth of the width of the slab

Two-third of the width of the slab

Three-fourth of the width of the slab

Half of the width of the slab

Four-fifth of the width of the slab

Two-third of the width of the slab

Three-fourth of the width of the slab

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh² [(1 - sin φ)/(1 + sin φ)]

wh² [(1 - sin φ)/2(1 + sin φ)]

wh [(1 - sin φ)/(1 + sin φ)]

wh² [(1 - sin φ)/3(1 + sin φ)]

wh² [(1 - sin φ)/(1 + sin φ)]

wh² [(1 - sin φ)/2(1 + sin φ)]

wh [(1 - sin φ)/(1 + sin φ)]

wh² [(1 - sin φ)/3(1 + sin φ)]

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Diameter of the column

One-fourth the width of the panel

Radius of the column

Half the width of the panel

Diameter of the column

One-fourth the width of the panel

Radius of the column

Half the width of the panel

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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 [A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

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

RCC Structures Design According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is

RCC Structures Design Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

RCC Structures Design The effective width of a column strip of a flat slab, 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

RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

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

RCC Structures Design
According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

RCC Structures Design
The effective width of a column strip of a flat slab, is