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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

7.5
0.87
5.8
8.5

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

None of these
Continuous beam
Simply supported beam
Cantilever beam

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

Diagonal tension
Horizontal shear
Vertical shear
Diagonal compression

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RCC Structures Design
An under-reinforced section means

Steel is provided at the underside only
Steel will yield first
Steel provided is insufficient
Steel provided on one face only

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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

Continued up
All of the listed here
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 effective width of a column strip of a flat slab, is

Diameter of the column
Radius of the column
Half the width of the panel
One-fourth the width of the panel

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