If the length of a combined footing for two columns l meters apart is L and the projection on the left side of the exterior column is x, then the projection y on the right side of the exterior column, in order to have a uniformly distributed load, is (where x̅ is the distance of centre of gravity of column loads).

RCC Structures Design
If the length of a combined footing for two columns l meters apart is L and the projection on the left side of the exterior column is x, then the projection y on the right side of the exterior column, in order to have a uniformly distributed load, is (where x̅ is the distance of centre of gravity of column loads).

y = L/2 - (l + x̅)

y = L/2 - (l - x̅)

y = L/2 + (l - x̅)

y = L - (l - x̅)

y = L/2 - (l + x̅)

y = L/2 - (l - x̅)

y = L/2 + (l - x̅)

y = L - (l - x̅)

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R - T

R + T

√(R² + T²)

T - R

R - T

R + T

√(R² + T²)

T - R

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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-half lever arm of the section

One-third lever arm of the section

One and half lever arm of the section

Lever arm of the section

One-half lever arm of the section

One-third lever arm of the section

One and half lever arm of the section

Lever arm of the section

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The ratio of spans in two directions is less than 2

The slab is discontinuous at edges

The slab is continuous over two supports

It supports live loads in both directions

The ratio of spans in two directions is less than 2

The slab is discontinuous at edges

The slab is continuous over two supports

It supports live loads in both directions

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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

All listed here

Straight bar splice

Dowel splice

Hooked splice

All listed here

Straight bar splice

Dowel splice

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Vertical shear

Diagonal tension

Diagonal compression

Horizontal shear

Vertical shear

Diagonal tension

Diagonal compression

Horizontal shear

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RCC Structures Design

RCC Structures Design If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

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 An R.C.C. roof slab is designed as a two way slab if

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

RCC Structures Design The shear reinforcement in R.C.C. is provided to resist

RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

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
An R.C.C. roof slab is designed as a two way slab if

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

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist