AISC 360-22 Verification
Verification against AISC Manual Companion v16.0 worked examples for AISC 360-22 member design checks.
Open AISC 360-22 Calculator · Full-page verification report
Verification Cases
42
reference comparisons
Avg Difference
0.35%
vs. reference
Check Types
6
verification categories
Section Types
6
section families
Methodology
This page summarizes AISC 360-22 member design checks against the AISC Steel Construction Manual 16th Edition Companion, Volume 1: Design Examples, Version 16.0.
- Independent source: Expected values are taken from published companion worked examples, not software snapshots or generated baselines.
- Member design path: 39 rows exercise AISC 360-22 member inputs and compare the resulting capacity or interaction ratio.
- Formula path: 3 D-chapter rupture rows supply Ae directly because connection geometry is outside the member design input scope.
- Scope: Connections, composite design, frame direct-analysis examples, plate-girder stiffener design, solid bars, and open-section warping torsion remain outside this page.
Verification Results
Demand rows compare the engine to a published number. Capacity-policy rows are labelled as a split, not scored as a percent fail.
| ID | Description | Section | Expected | Result | Diff % |
|---|---|---|---|---|---|
| AISC22-D01 | D.1 W8x21 tension gross yielding AISC Manual Companion v16.0, Vol. 1, Ex. D.1 | W8x21 | 277 kips | 277.33 kips | 0.12% |
| AISC22-D02 | D.1 net-section rupture with supplied Ae AISC Manual Companion v16.0, Vol. 1, Ex. D.1 | W8x21 | 211 kips | 210.6 kips | 0.19% |
| Formula-level check: Ae is supplied directly because bolt layout and shear-lag connection geometry are outside the member design input scope. | |||||
| AISC22-D03 | D.2 L4x4x1/2 tension gross yielding AISC Manual Companion v16.0, Vol. 1, Ex. D.2 | L4x4x1/2 | 169 kips | 170.12 kips | 0.66% |
| AISC22-D04 | D.2 L4x4x1/2 net-section rupture with supplied Ae AISC Manual Companion v16.0, Vol. 1, Ex. D.2 | L4x4x1/2 | 140 kips | 140.4 kips | 0.29% |
| Formula-level check: Ae is supplied directly because bolt layout and shear-lag connection geometry are outside the member design input scope. | |||||
| AISC22-D05 | D.3 WT6x20 tension gross yielding AISC Manual Companion v16.0, Vol. 1, Ex. D.3 | WT6x20 | 263 kips | 260.52 kips | 0.94% |
| AISC22-D06 | D.3 WT6x20 net-section rupture with supplied Ae AISC Manual Companion v16.0, Vol. 1, Ex. D.3 | WT6x20 | 245 kips | 244.7 kips | 0.11% |
| Formula-level check: Ae is supplied directly because bolt layout and shear-lag connection geometry are outside the member design input scope. | |||||
| AISC22-D07 | D.4 HSS6x4x3/8 tension gross yielding AISC Manual Companion v16.0, Vol. 1, Ex. D.4 | HSS6x4x3/8 | 278 kips | 278.09 kips | 0.03% |
| AISC22-D08 | D.5 HSS6.000x0.500 tension gross yielding AISC Manual Companion v16.0, Vol. 1, Ex. D.5 | HSS6.000x0.500 | 364 kips | 364.05 kips | 0.01% |
| AISC22-E01 | E.1A/E.1C W14x132 compression LRFD AISC Manual Companion v16.0, Vol. 1, Ex. E.1A/E.1C | W14x132 | 892 kips | 889.65 kips | 0.26% |
| AISC22-E02 | E.1C W14x132 compression ASD AISC Manual Companion v16.0, Vol. 1, Ex. E.1C | W14x132 | 598 kips | 591.92 kips | 1.02% |
| AISC22-E03 | E.1D W14x90 compression with intermediate bracing AISC Manual Companion v16.0, Vol. 1, Ex. E.1D | W14x90 | 927 kips | 924.58 kips | 0.26% |
| AISC22-E04 | E.1E W16x31 slender-web compression AISC Manual Companion v16.0, Vol. 1, Ex. E.1E | W16x31 | 189 kips | 187.84 kips | 0.61% |
| AISC22-E05 | E.7 WT7x34 compression governing flexural buckling AISC Manual Companion v16.0, Vol. 1, Ex. E.7 | WT7x34 | 128 kips | 127.86 kips | 0.11% |
| AISC22-E06 | E.8 WT7x15 flexural-torsional compression AISC Manual Companion v16.0, Vol. 1, Ex. E.8 | WT7x15 | 36.6 kips | 36.52 kips | 0.21% |
| AISC22-E07 | E.9 HSS12x10x3/8 compression AISC Manual Companion v16.0, Vol. 1, Ex. E.9 | HSS12x10x3/8 | 556 kips | 553.86 kips | 0.38% |
| AISC22-E08 | E.10 HSS12x8x3/16 slender compression AISC Manual Companion v16.0, Vol. 1, Ex. E.10 | HSS12x8x3/16 | 151 kips | 151.25 kips | 0.17% |
| AISC22-E09 | E.11 Pipe 10 Std compression AISC Manual Companion v16.0, Vol. 1, Ex. E.11 | Pipe 10 Std | 221 kips | 218.58 kips | 1.09% |
| AISC22-F01 | F.1-1A W18x50 continuously braced major-axis bending AISC Manual Companion v16.0, Vol. 1, Ex. F.1-1A | W18x50 | 379 kip-ft | 378.31 kip-ft | 0.18% |
| AISC22-F02 | F.1-2B W18x50 inelastic LTB AISC Manual Companion v16.0, Vol. 1, Ex. F.1-2B | W18x50 | 304 kip-ft | 305.03 kip-ft | 0.34% |
| AISC22-F03 | F.1-3B W18x50 elastic LTB AISC Manual Companion v16.0, Vol. 1, Ex. F.1-3B | W18x50 | 288 kip-ft | 288.31 kip-ft | 0.11% |
| AISC22-F04 | F.2-1B C15x33.9 compact channel yielding AISC Manual Companion v16.0, Vol. 1, Ex. F.2-1B | C15x33.9 | 191 kip-ft | 190.5 kip-ft | 0.26% |
| AISC22-F05 | F.2-2B C15x33.9 channel LTB AISC Manual Companion v16.0, Vol. 1, Ex. F.2-2B | C15x33.9 | 173 kip-ft | 172.08 kip-ft | 0.53% |
| AISC22-F06 | F.3B W21x48 noncompact-flange major-axis bending AISC Manual Companion v16.0, Vol. 1, Ex. F.3B | W21x48 | 398 kip-ft | 397.06 kip-ft | 0.24% |
| AISC22-F07 | F.5 W12x58 minor-axis bending AISC Manual Companion v16.0, Vol. 1, Ex. F.5 | W12x58 | 122 kip-ft | 121.33 kip-ft | 0.55% |
| AISC22-F08 | F.6 HSS3-1/2x3-1/2x1/8 compact square HSS bending AISC Manual Companion v16.0, Vol. 1, Ex. F.6 | HSS3-1/2x3-1/2x1/8 | 7.2 kip-ft | 7.24 kip-ft | 0.52% |
| AISC22-F09 | F.7B HSS10x6x3/16 noncompact flange bending AISC Manual Companion v16.0, Vol. 1, Ex. F.7B | HSS10x6x3/16 | 59.7 kip-ft | 59.8 kip-ft | 0.16% |
| AISC22-F10 | F.8B HSS8x8x3/16 slender flange bending AISC Manual Companion v16.0, Vol. 1, Ex. F.8B | HSS8x8x3/16 | 45.4 kip-ft | 46.28 kip-ft | 1.94% |
| Largest current delta. This F7 slender HSS case uses an exact shifted-neutral-axis effective-section calculation; the Manual Companion example uses the simpler conservative symmetric effective-width calculation. | |||||
| AISC22-F11 | F.9B Pipe 8 x-Strong bending AISC Manual Companion v16.0, Vol. 1, Ex. F.9B | Pipe8xS | 81.4 kip-ft | 81.37 kip-ft | 0.03% |
| AISC22-F12 | F.10 WT5x6 tee bending AISC Manual Companion v16.0, Vol. 1, Ex. F.10 | WT5x6 | 7.32 kip-ft | 7.29 kip-ft | 0.40% |
| AISC22-G01 | G.1A/G.1B W24x62 major-axis shear AISC Manual Companion v16.0, Vol. 1, Ex. G.1A/G.1B | W24x62 | 306 kips | 305.73 kips | 0.09% |
| AISC22-G02 | G.2B C15x33.9 major-axis shear AISC Manual Companion v16.0, Vol. 1, Ex. G.2B | C15x33.9 | 162 kips | 162 kips | 0.00% |
| AISC22-G03 | G.3 L5x3x1/4 angle shear AISC Manual Companion v16.0, Vol. 1, Ex. G.3 | L5x3x1/4 | 33.8 kips | 33.75 kips | 0.15% |
| AISC22-G04 | G.4 HSS6x4x3/8 major-axis shear AISC Manual Companion v16.0, Vol. 1, Ex. G.4 | HSS6x4x3/8 | 93.6 kips | 93.34 kips | 0.27% |
| AISC22-G05 | G.5 HSS16.000x0.375 shear AISC Manual Companion v16.0, Vol. 1, Ex. G.5 | HSS16.000x0.375 | 232 kips | 232.21 kips | 0.09% |
| AISC22-G06 | G.6 W21x48 minor-axis shear AISC Manual Companion v16.0, Vol. 1, Ex. G.6 | W21x48 | 189 kips | 189.01 kips | 0.01% |
| AISC22-G07 | G.7 C9x20 minor-axis shear AISC Manual Companion v16.0, Vol. 1, Ex. G.7 | C9x20 | 59.1 kips | 59.1 kips | 0.00% |
| AISC22-H01 | H.1B W14x99 compression plus biaxial bending interaction AISC Manual Companion v16.0, Vol. 1, Ex. H.1B | W14x99 | 0.928 | 0.925 | 0.36% |
| AISC22-H02 | H.3 W14x82 tension plus biaxial bending interaction AISC Manual Companion v16.0, Vol. 1, Ex. H.3 | W14x82 | 0.873 | 0.881 | 0.89% |
| AISC22-H03 | H.4 W10x33 compression plus biaxial bending interaction AISC Manual Companion v16.0, Vol. 1, Ex. H.4 | W10x33 | 0.979 | 0.981 | 0.24% |
| AISC22-H04 | H.5A HSS6x4x1/4 torsional strength AISC Manual Companion v16.0, Vol. 1, Ex. H.5A | HSS6x4x1/4 | 273 kip-in | 272.02 kip-in | 0.36% |
| AISC22-H05 | H.5B HSS5.000x0.250 torsional strength AISC Manual Companion v16.0, Vol. 1, Ex. H.5B | HSS5.000x0.250 | 215 kip-in | 214.61 kip-in | 0.18% |
| AISC22-H06 | H.5C HSS6x4x1/4 combined torsion and flexure H3-6 ratio AISC Manual Companion v16.0, Vol. 1, Ex. H.5C | HSS6x4x1/4 | 0.333 | 0.334 | 0.23% |
Disclaimer: This verification page is provided for informative purposes only and does not constitute a guarantee of accuracy for all possible configurations. While we use automated verification checks to help find defects, no software is entirely free of defects. Engineers must exercise independent professional judgement and verify results through their own checks before relying on any output for design or construction decisions. AutoCalcs accepts no liability for errors, omissions, or any consequences arising from the use of this software.