TablesC-1 Design by advanced analysis
Calculation of Required Strengths
PDF page 645 · AISC 360-22
| P, kips | 0 | 75 | 125 | 175 | |
|---|---|---|---|---|---|
| (wx = 0) wy, kip/ft | 4 | 3 | 2 | 1 | |
| Mux, ′ kip-in. | (a) | 2400 | 1833 | 1237 | 626 |
| (b) | 2386 | 1826 | 1235 | 624 | |
| (c) | 2399 | 1832 | 1237 | 626 | |
| Muy, ′ kip-in. | (a) | 0 | 0 | 0 | 0 |
| (b) | 258 | 234 | 192 | 309 | |
| (c) | 55.8 | 104 | 140 | 284 | |
| δy, in. | (a) | 0.580 | 0.443 | 0.299 | 0.151 |
| (b) | 0.694 | 0.524 | 0.342 | 0.201 | |
| (c) | 0.589 | 0.460 | 0.318 | 0.186 | |
| δx, in. | (a) | 0 | 0 | 0 | 0 |
| (b) | 0.967 | 0.951 | 0.833 | 1.397 | |
| (c) | 0.214 | 0.435 | 0.616 | 1.292 | |
| θ, rad | (a) | 0 | 0 | 0 | 0 |
| (b) | 0.1078 | 0.0790 | 0.0471 | 0.0358 | |
| (c) | 0.0233 | 0.0290 | 0.0266 | 0.0260 | |
| Equation H1-1 | (a) | 0.62 | 0.77 | 0.87 | 0.96 |
| (b) | 0.87 | 0.75 | 0.58 | 0.62 | |
| (c) | 0.68 | 0.62 | 0.53 | 0.60 |