End Plate Shear Connection Design per AISC 360-16

End Plate Shear Connection with AISC 360-16 is explained in detail under this title.

L_eh ≥ L_{e- min}	AISC 360-16 J3.4
L_eh	40 mm	L_eh ≥ 2d = 2 * 16 = 32 mm conformity check for application	√
L_{e- min}	22 mm	Minimum distance check according to Table J3.4	√

L_ev ≥ L _{e- min}	AISC 360-16 J3.4
L_ev	45 mm	L_ev ≥ 2d = 2 * 16 = 32 mm conformity check for application	√
L_{e- min}	22 mm	Minimum distance check according to Table J3.4	√

Required	Available	Check	Result
31.564 kN	144.765 kN	0.218	√

Required	Available	Check	Result
31.564 kN	197,853 kN	0.160	√

Required	Available	Check	Result
31.564 kN	334,399 kN	0.094	√

Required	Available	Check	Result
31.564 kN	122.166 kN	0.258	√

Required	Available	Check	Result
31.564 kN	338.77 kN	0.093	√

Required	Available	Check	Result
31.564 kN	287,374 kN	0.110	√

Required	Available	Check	Result
31.564 kN	308.556 kN	0.102	√

Required	Available	Check	Result
31.564 kN	91.688 kN	0.344	√

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End Plate Shear Connection Design Report

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