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  • Verification of rectangular RC cross-section under N, M, V

Verification of rectangular RC cross-section under N, M, V

Verification of rectangular RC cross-section under N, M, V

The cross-section is rectangular, unilaterally reinforced and loaded by the bending moment and normal compression force. The program verifies a reinforced concrete section using the method of limit deformation. The maximum allowable strain of concrete in compression is 0,002 - 0,0035. Compression reinforcement is not taken into account. Minimum eccentricity is applied:

The computed degree of reinforcement is checked using the following expressions:

Shear

First, the program computes the ultimate shear strength of concrete Vuc.

where: τc is determined according to table 19 standard IS 456 : 2000.

If the ultimate shear strength of concrete is exceeded, the ultimate shear strength Vuc,max is checked.

where: τc,max is determined according to table 20 standard IS 456 : 2000.

Next, the necessary reinforcement area is given by:

where:

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