1. Project
2. Column Type
3. Geometry
160000
4. Materials
200 000
5. Longitudinal & Ties
6. Factored Loads
7. Framing
8. Service Loads
Section
400×400 mm — 8-25M long. — 10M ties @ 300 mm
Design Summary — C-1
Example Project
7/12 checks pass
FAIL
| Check | Value | Limit | Status | CSA Cl. |
|---|---|---|---|---|
| Reinforcement ratio ρg | 2.50 % | 1.00 – 8.00 % | PASS | 10.9.1/2 |
| n_top, n_bot ≥ 2 | 3, 3 | ≥ 2 | PASS | 10.9.3 |
| P_f ≤ Pr,max | 2000 / 3047 kN | — | PASS | 10.10.4 |
| Slenderness x | kl/r = 29.2 vs 20.0 | Short if ≤ limit | WARN | 10.15.2 |
| Slenderness y | kl/r = 29.2 vs 20.0 | Short if ≤ limit | WARN | 10.15.2 |
| Stability x (Pf < 0.75·Pc) | 2000 / 7943 kN | — | PASS | 10.15.3 |
| Biaxial — Bresler reciprocal | Pf/Pr = 1.204 | ≤ 1.00 | FAIL | 10.14 / CAC |
| Biaxial — load contour Σ | 1.524 | ≤ 1.00 (αn = 1.5) | FAIL | 10.14 |
| Shear x (Vf ≤ Vr) | 80 / 181 kN | Vr,max = 607 | PASS | 11.3 |
| Shear y (Vf ≤ Vr) | 60 / 181 kN | Vr,max = 607 | PASS | 11.3 |
| Tie spacing | 300 mm | ≤ 400 mm | PASS | 7.6.5.2 |
| Service deflection (mid-height) | 14.7 mm | ≤ L/500 = 7.0 mm | WARN | 9.8 (P–Δ) |