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Concrete Wall to AS3600's banner

Concrete Wall to AS3600

Verified by the CalcTree engineering team on October 18, 2024.

This calculator performs capacity checks for a concrete braced wall. It checks axial, shear and slenderness using the simplified method of Section 11 in AS3600:2018.
This calculation has been written in accordance with AS3600:2018

Results Summary

Summary 
Design Check
Parameter
Utilisation
Status
Shear
ϕVu = 3369.0 kN
0.89
🟢
Axial
ϕNu = 10471.5 kN
0.86
🟢
Slenderness
Limit: 30
Ratio: 7.50
🟢
Reinforcement 
Location
Length
N bars
Consumption
Vertical
2.96 m
28
130.81 kg
Horizontal
1.96 m
26
31.42 kg
Total
N/A
N/A
162.23 kg
Can’t display the image because of an internal error. Our team is looking at the issue.


Calculation

Technical notes

1. Properties

1.1 Materials

1.2 Geometry

1.3 Reinforcement



2. Design Actions



N
:5 MN



V
:2,000 kN






3. Design Checks

3.1 Axial



e
:25.0 mm




emin
:10.0 mm




Cl 11.5.4


ea
:18.0 mm




Cl 11.5.3


Nu
:12,864 kN



ΦNu
:8,362 kN



Axial check
:ϕNu > N 🟢




Cl 11.5.3



3.2 Slenderness



k
:1




Cl 11.4


Hwe
:3.00 m




Cl 11.4


Hw/tw
:15.00



Slenderness check
:Hwe/tw ≤ 30 🟢




Cl 11.5.3


3.3 Shear



Vuc
:2,034.0 kN



H/Lw
:0.75




Cl 11.6.3


Vuc_min
:688.1 kN




Cl 11.6.3


ρw
:0.0057



Vus
:1,809.56 kN






Cl 11.6.4


Vumax
:5,120.00 kN




Cl 11.6.2


Vu
:3,843.5 kN



ϕVu
:2,882.7 kN



Shear check
:ϕVu > V 🟢




Cl 11.6.2


Related Resources

  1. Concrete Shear Wall to AS3600
  2. Concrete Column Designer to AS3600
  3. Concrete Column P-M Diagram Calculator to ACI
  4. Column Buckling Calculator