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RCC Structures Design

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

Diagonal tension
Diagonal compression
Vertical shear
Horizontal shear

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc[A + (m - 1)Asc]
σcAc + m σcAsc
σc(A - Asc) + m σcAsc
All listed here

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RCC Structures Design
The load stress of a section can be reduced by

Replacing smaller bars by greater number of greater bars
Increasing the total perimeter of bars
Replacing larger bars by greater number of small bars
Decreasing the lever arm

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.7
0.8
0.9

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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
All listed here
Its own weight
Weight of the soil above it

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Critical section
Economic section
Under-reinforced section
Over reinforced section

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