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

8.3 kg/cm²

21.5 kg/cm²

7.6 kg/cm²

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RCC Structures Design
The width of the flange of a L-beam, should be less than

One-sixth of the effective span

Least of the above

Breadth of the rib + four times thickness of the slab

Breadth of the rib + half clear distance between ribs

One-sixth of the effective span

Least of the above

Breadth of the rib + four times thickness of the slab

Breadth of the rib + half clear distance between ribs

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RCC Structures Design
Piles are usually driven by

All listed here

Diesel operated hammer

Single acting steam hammer

Drop hammer

All listed here

Diesel operated hammer

Single acting steam hammer

Drop hammer

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.407 L

0.207 L

0.307 L

0.107 L

0.407 L

0.207 L

0.307 L

0.107 L

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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

Dowel splice

All listed here

Straight bar splice

Hooked splice

Dowel splice

All listed here

Straight bar splice

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Freyssinet system

Magnel-Blaton system

Lee-McCall system

C.L. standard system

Freyssinet system

Magnel-Blaton system

Lee-McCall system

C.L. standard system

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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 The width of the flange of a L-beam, should be less than

RCC Structures Design Piles are usually driven by

RCC Structures Design To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

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

RCC Structures Design The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

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
The width of the flange of a L-beam, should be less than

RCC Structures Design
Piles are usually driven by

RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

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

RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as