Moment–Curvature Analysis — RC Column
Project
Section Geometry
Concrete
Longitudinal Reinforcement
Confinement Reinforcing
Analysis Options
P-M Analysis Method
Resistance Factors (AASHTO)
Load Cases
| Case | Pu (kip) | Mu (k·ft) | ϕMn (k·ft) | DCR |
|---|
Compression positive.
Configure inputs and press Run Analysis
Moment–Curvature Analysis — RC Column
Results of Analysis
Section at ϕu
Moment–Curvature Diagram
ϕ =
Cross Section at Selected ϕ
Steel Stress-Strain Curve
Concrete Stress-Strain Curve (Mander)
Concrete Stress-Strain (Mander)
Steel Stress-Strain
P Range Settings
Axial load convention: positive = compression
Chart Parameters
Select results to plot (horizontal axis):
Configure P range above and press Run P Range Analysis
P Range Results — Chart
P (kips)
P Range Results — Table
Member Cross-Section
P-M Interaction Diagram
P (kips)
Control Points
3D Reinforcement Sketch
Drag: rotateWheel: zoom