If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L - 2D/3)²

WL/12 (L - 2D/3)²

WL/10 (L + 2D/3)²

WL/12 (L - D/3)²

WL/10 (L - 2D/3)²

WL/12 (L - 2D/3)²

WL/10 (L + 2D/3)²

WL/12 (L - D/3)²

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/7 to 1/3 of rib depth

1/2 to 3/4 of rib depth

1/3 to 1/2 of rib depth

1/3 to 2/3 of rib depth

1/7 to 1/3 of rib depth

1/2 to 3/4 of rib depth

1/3 to 1/2 of rib depth

1/3 to 2/3 of rib depth

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Four times

Two times

Three times

Five times

Four times

Two times

Three times

Five times

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

12 legged

6 legged

8 legged

10 legged

12 legged

6 legged

8 legged

10 legged

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Compression is resisted by compression steel

Tension is resisted by tension steel

Stress in tension steel equals the stress in compression steel

All of the listed here

Compression is resisted by compression steel

Tension is resisted by tension steel

Stress in tension steel equals the stress in compression steel

All of the listed here

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 25 mm or diameter

Smaller of 40 mm or diameter

Smaller of 25 mm or diameter

Greater of 40 mm or diameter

Greater of 25 mm or diameter

Smaller of 40 mm or diameter

Smaller of 25 mm or diameter

Greater of 40 mm or diameter

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RCC Structures Design

RCC Structures Design The width of the rib of a T-beam, is generally kept between

RCC Structures Design Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

RCC Structures Design In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

RCC Structures Design According to the steel beam theory of doubly reinforced beams

RCC Structures Design The minimum clear cover for R.C.C. columns shall be

RCC Structures Design
The width of the rib of a T-beam, is generally kept between

RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

RCC Structures Design
According to the steel beam theory of doubly reinforced beams

RCC Structures Design
The minimum clear cover for R.C.C. columns shall be