Bearing Surface Calculator
Calculate bearing capacity of concrete according to AS 3600 Cl.12.6
Without Reinforcement (φNbc)
-
With Reinforcement (φNb)
-
Project Information
| Project: |
Bearing Surface Capacity Design |
Engineer: |
__________________ |
| Date: |
|
Reference: |
AS3600 Cl.12.6 |
Input Parameters
| Parameter |
Symbol |
Value |
Unit |
| Length of bearing area |
L₁ |
|
mm |
| Width of bearing area |
B₁ |
|
mm |
| Depth of supporting element |
D |
|
mm |
| Slope |
α |
|
- |
| Concrete compressive strength |
f'c |
|
MPa |
| Area of steel reinforcement |
Asc |
|
mm² |
| Stress in reinforcement |
fs |
|
MPa |
| Strut & tie nodal zone factor |
βₙ |
|
- |
| Capacity reduction factor |
ϕ |
|
- |
| Design shear force |
N* |
|
kN |
| Modulus of elasticity of reinforcement |
Es |
|
MPa |
Summary of Results
| Parameter |
Symbol |
Value |
Unit |
| Design Force |
N* |
|
kN |
| Bearing Capacity without Reinforcement |
φNbc |
|
kN |
| Without Reinforcement Utilization |
N*/φNbc |
|
- |
| Bearing Capacity with Reinforcement |
φNb |
|
kN |
| With Reinforcement Utilization |
N*/φNb |
|
- |
Detailed Calculations
Without Reinforcement
With Reinforcement