AISC 360-22 Verification

Verification against AISC Manual Companion v16.0 worked examples for the AISC 360-22 member design engine.

Open AISC 360-22 Calculator · Full-page verification report

Verification Cases

test cases

Avg Difference

0.35%

vs. reference

Check Types

Methodology

This page summarizes AISC 360-22 member-engine 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 engine snapshots or generated baselines.
Engine path: 39 rows exercise the AISC360_22 engine through 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-engine 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

Each row compares an engine result against a published reference value. The difference column shows the percentage deviation.

ID	Description	Section	Expected	Result	Diff %
AISC22-D01	D.1 W8x21 tension gross yielding	W8x21	277 kips	277.33 kips	0.12%
AISC22-D02	D.1 net-section rupture with supplied Ae	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 engine input scope.
AISC22-D03	D.2 L4x4x1/2 tension gross yielding	L4x4x1/2	169 kips	170.12 kips	0.66%
AISC22-D04	D.2 L4x4x1/2 net-section rupture with supplied Ae	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 engine input scope.
AISC22-D05	D.3 WT6x20 tension gross yielding	WT6x20	263 kips	260.52 kips	0.94%
AISC22-D06	D.3 WT6x20 net-section rupture with supplied Ae	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 engine input scope.
AISC22-D07	D.4 HSS6x4x3/8 tension gross yielding	HSS6x4x3/8	278 kips	278.09 kips	0.03%
AISC22-D08	D.5 HSS6.000x0.500 tension gross yielding	HSS6.000x0.500	364 kips	364.05 kips	0.01%
AISC22-E01	E.1A/E.1C W14x132 compression LRFD	W14x132	892 kips	889.65 kips	0.26%
AISC22-E02	E.1C W14x132 compression ASD	W14x132	598 kips	591.92 kips	1.02%
AISC22-E03	E.1D W14x90 compression with intermediate bracing	W14x90	927 kips	924.58 kips	0.26%
AISC22-E04	E.1E W16x31 slender-web compression	W16x31	189 kips	187.84 kips	0.61%
AISC22-E05	E.7 WT7x34 compression governing flexural buckling	WT7x34	128 kips	127.86 kips	0.11%
AISC22-E06	E.8 WT7x15 flexural-torsional compression	WT7x15	36.6 kips	36.52 kips	0.21%
AISC22-E07	E.9 HSS12x10x3/8 compression	HSS12x10x3/8	556 kips	553.86 kips	0.38%
AISC22-E08	E.10 HSS12x8x3/16 slender compression	HSS12x8x3/16	151 kips	151.25 kips	0.17%
AISC22-E09	E.11 Pipe 10 Std compression	Pipe 10 Std	221 kips	218.58 kips	1.09%
AISC22-F01	F.1-1A W18x50 continuously braced major-axis bending	W18x50	379 kip-ft	378.31 kip-ft	0.18%
AISC22-F02	F.1-2B W18x50 inelastic LTB	W18x50	304 kip-ft	305.03 kip-ft	0.34%
AISC22-F03	F.1-3B W18x50 elastic LTB	W18x50	288 kip-ft	288.31 kip-ft	0.11%
AISC22-F04	F.2-1B C15x33.9 compact channel yielding	C15x33.9	191 kip-ft	190.5 kip-ft	0.26%
AISC22-F05	F.2-2B C15x33.9 channel LTB	C15x33.9	173 kip-ft	172.08 kip-ft	0.53%
AISC22-F06	F.3B W21x48 noncompact-flange major-axis bending	W21x48	398 kip-ft	397.06 kip-ft	0.24%
AISC22-F07	F.5 W12x58 minor-axis bending	W12x58	122 kip-ft	121.33 kip-ft	0.55%
AISC22-F08	F.6 HSS3-1/2x3-1/2x1/8 compact square HSS bending	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	HSS10x6x3/16	59.7 kip-ft	59.8 kip-ft	0.16%
AISC22-F10	F.8B HSS8x8x3/16 slender flange bending	HSS8x8x3/16	45.4 kip-ft	46.28 kip-ft	1.94%
	Largest current delta. This F7 slender HSS case uses the engine's 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	Pipe8xS	81.4 kip-ft	81.37 kip-ft	0.03%
AISC22-F12	F.10 WT5x6 tee bending	WT5x6	7.32 kip-ft	7.29 kip-ft	0.40%
AISC22-G01	G.1A/G.1B W24x62 major-axis shear	W24x62	306 kips	305.73 kips	0.09%
AISC22-G02	G.2B C15x33.9 major-axis shear	C15x33.9	162 kips	162 kips	0.00%
AISC22-G03	G.3 L5x3x1/4 angle shear	L5x3x1/4	33.8 kips	33.75 kips	0.15%
AISC22-G04	G.4 HSS6x4x3/8 major-axis shear	HSS6x4x3/8	93.6 kips	93.34 kips	0.27%
AISC22-G05	G.5 HSS16.000x0.375 shear	HSS16.000x0.375	232 kips	232.21 kips	0.09%
AISC22-G06	G.6 W21x48 minor-axis shear	W21x48	189 kips	189.01 kips	0.01%
AISC22-G07	G.7 C9x20 minor-axis shear	C9x20	59.1 kips	59.1 kips	0.00%
AISC22-H01	H.1B W14x99 compression plus biaxial bending interaction	W14x99	0.928	0.925	0.36%
AISC22-H02	H.3 W14x82 tension plus biaxial bending interaction	W14x82	0.873	0.881	0.89%
AISC22-H03	H.4 W10x33 compression plus biaxial bending interaction	W10x33	0.979	0.981	0.24%
AISC22-H04	H.5A HSS6x4x1/4 torsional strength	HSS6x4x1/4	273 kip-in	272.02 kip-in	0.36%
AISC22-H05	H.5B HSS5.000x0.250 torsional strength	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	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.