Verification of Circular RC Cross Section
The program verifies a reinforced concrete pile using the method of limit deformation (Art 17.2). The maximum allowable strain of concrete in compression is 0.0035.
The degree of reinforcement is checked using the formula:
- Column - check for dominant compression (Art. 17.3.5.3)
- Beam - check for dominant bending (Art. 17.3.5.2)
ρmin obtained from table 17.3.
where: | Dp | - | pile diameter |
As | - | cross sectional area of reinforcement |
Interaction diagram N-M
Usage ratio of concrete cross-section subject to the combination of bending moment and normal force is determined as |0L| / |0R|. Where L is load and R is strength with prescribed excentricity.
Shear
First, the program computes the ultimate shear strength of concrete VRd1. Formulas are from Art. 17.4.2.2 - Model I, where the section width (bw=b) and effective depth (d) are replaced according to option Shear of circular piles.
where
If the ultimate shear strength of concrete is exceeded, the ultimate shear strength Vmax and strength of reinforced section Vs are checked (Art. 17.4.2.2).
