Parameters
Preferences
General Design Parameters
Unit
SI
Design Code
ACI 318-19
Design/Investigate
Design
φTension
φShear
φTorsion
Material Properties
Concrete strength, f'c
N/mm²
Rebar strength, fy
MPa
Ties strength, fys
MPa
Section Properties
Width of the column, b
mm
Depth of the column, h
mm
Clear Cover
mm
Load Combinations
| Axial Force, Pu, kN | Factored Moment, Mu3x, kN-m | Factored Moment, Mu2y, kN-m | Design Shear, Vu3x, kN | Design Shear, Vu2y, kN | |
|---|---|---|---|---|---|
| 1 | |||||
| 2 |
Reinforcement Specifications
Rebar Set
SI
Longitudinal Rebar Dia.
25
Ties Leg No.
Ties Dia.
8
Spacing
mm
Section
Model
PMM Curve
Report
Flowchart
Design
Properties