AISC 360-22 Verification
Published AISC Steel Construction Manual 16th Edition Companion, Volume 1: Design Examples, Version 16.0.
Open AISC 360-22 Calculator · Full-page verification report
Displayed comparisons
42
42 published numeric; 0 classification
Avg Difference
0.34%
published numerical comparisons
Check Types
6
verification categories
Section Types
6
section families
Methodology
Published benchmark cases are compared with AutoCalcs results using the stated section, material, loading and restraint assumptions.
The table contains 42 published comparisons: 42 numerical results and 0 classification outcomes.
The average is the mean absolute percentage difference across numerical comparisons, calculated before rounding. Classification outcomes show Match or Mismatch and are excluded from the numerical average.
References come from AISC Manual Companion v16.0. The tension-rupture comparisons use the published effective net area; bolt layout and connection shear lag are specified inputs.
Verification Results
Demand rows compare AutoCalcs to a published number. Capacity-check 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 | 277.3266 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% |
| Effective net area Ae is supplied from the published example. Bolt layout and connection shear lag are specified inputs for this rupture comparison. | |||||
| AISC22-D03 | D.2 L4x4x1/2 tension gross yielding AISC Manual Companion v16.0, Vol. 1, Ex. D.2 | L4x4x1/2 | 169 kips | 170.1206 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% |
| Effective net area Ae is supplied from the published example. Bolt layout and connection shear lag are specified inputs for this rupture comparison. | |||||
| AISC22-D05 | D.3 WT6x20 tension gross yielding AISC Manual Companion v16.0, Vol. 1, Ex. D.3 | WT6x20 | 263 kips | 260.5168 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 | 244.725 kips | 0.11% |
| Effective net area Ae is supplied from the published example. Bolt layout and connection shear lag are specified inputs for this rupture comparison. | |||||
| AISC22-D07 | D.4 HSS6x4x3/8 tension gross yielding AISC Manual Companion v16.0, Vol. 1, Ex. D.4 | HSS6x4x3/8 | 278 kips | 278.0938 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 | 364.0497 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 | 889.6546 kips | 0.26% |
| AISC22-E02 | E.1C W14x132 compression ASD AISC Manual Companion v16.0, Vol. 1, Ex. E.1C | W14x132 | 598 kips | 591.9193 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 | 924.578 kips | 0.26% |
| AISC22-E04 | E.1E W16x31 slender-web compression AISC Manual Companion v16.0, Vol. 1, Ex. E.1E | W16x31 | 189 kips | 187.8414 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 | 127.8601 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 | 36.52411 kips | 0.21% |
| AISC22-E07 | E.9 HSS12x10x3/8 compression AISC Manual Companion v16.0, Vol. 1, Ex. E.9 | HSS12x10x3/8 | 556 kips | 553.8613 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 | 151.2526 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 | 218.5811 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 | 305.0307 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 | 288.3064 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 | 190.4997 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 | 172.0764 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 | 397.0619 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 | 121.3266 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 | 7.237481 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 | 59.77582 kip-ft | 0.13% |
| 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 | 46.28226 kip-ft | 1.94% |
| This slender-HSS comparison uses a shifted-neutral-axis effective section; the Manual Companion example uses a 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 | 81.37488 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 | 7.290493 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 | 93.34424 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 | 232.2052 kips | 0.09% |
| AISC22-G06 | G.6 W21x48 minor-axis shear AISC Manual Companion v16.0, Vol. 1, Ex. G.6 | W21x48 | 189 kips | 189.0145 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 | 59.1003 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 | 0.9247036 | 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 | 0.8807848 | 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 | 0.9789207 | 0.01% |
| AISC22-H04 | H.5A HSS6x4x1/4 torsional strength AISC Manual Companion v16.0, Vol. 1, Ex. H.5A | HSS6x4x1/4 | 273 kip-in | 272.0157 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 | 214.6057 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 | 0.3337732 | 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.