| h_w | \(\displaystyle \frac{h}{w}\) | | CSA S16-19 Cl. 13.4.1.1 a) (h/w; h and w per Cl. 3) | 2026-09-29 |
| root_F_y | \(\displaystyle \sqrt{F_{y} \cdot 1\ \mathrm{MPa}}\) | | CSA S16-19 Cl. 13.4.1.1 a) (sqrt(F_y), F_y in MPa) | 2026-09-29 |
| h_w_1 | \(\displaystyle 1014 \cdot \frac{1\ \mathrm{MPa}}{\mathrm{root}_{F,y}}\) | Cl. 13.4.1.1 a) i) | CSA S16-19 Cl. 13.4.1.1 a) i) (limit 1014/sqrt(F_y)) | 2026-09-29 |
| h_w_2 | \(\displaystyle 1435 \cdot \frac{1\ \mathrm{MPa}}{\mathrm{root}_{F,y}}\) | Cl. 13.4.1.1 a) ii), iii) | CSA S16-19 Cl. 13.4.1.1 a) ii), iii) (limit 1435/sqrt(F_y)) | 2026-09-29 |
| F_s | \(\displaystyle 0.66 \cdot F_{y}\) | Cl. 13.4.1.1 a) i), shear yielding | CSA S16-19 Cl. 13.4.1.1 a) i), ii), iii) (all three arms read against the clause) | 2026-09-29 |
| A_w | \(\displaystyle h \cdot w\) | Cl. 13.4.1.1, girder form | CSA S16-19 Cl. 13.4.1.1 (A_w = hw for girders) | 2026-09-29 |
| V_r | \(\displaystyle 0.9 \cdot A_{w} \cdot F_{s}\) | Cl. 13.4.1.1, phi = 0.90 per Cl. 13.1 a) | CSA S16-19 Cl. 13.4.1.1 (V_r = phi A_w F_s; phi = 0.90 per Cl. 13.1 a) | 2026-09-29 |
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