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RCC Structures Design

RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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

1/3 to 2/3 of rib depth
1/2 to 3/4 of rib depth
1/3 to 1/2 of rib depth
1/7 to 1/3 of rib depth

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile reinforcement
Neutral axis of the beam
Longitudinal central axis
Tensile edge

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Load of the surcharge, if any
Its own weight
All listed here
Weight of the soil above it

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

All of the listed here
Continued up
Stopped just below the floor level and separate lap bars provided
Bent inward at the floor level

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)
Shear force/(Lever arm × Width)
Lever arm/(Shear force × Width)
(Shear force × Width)/Lever arm

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