Single Plate Connection Design per AISC 360-16

Single Plate 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 * 20 = 40 mm conformity check for application	√
L_{e- min}	26 mm	Minimum distance check according to Table J3.4	√

L_ev ≥ L_{e- min}	AISC 360-16 J3.4
L_ev	40 mm	L_eh ≥ 2d = 2 * 20 = 40 mm conformity check for application	√
L_{e- min}	26 mm	Minimum distance check according to Table J3.4	√

Calculation is made using Elastic method, one of the methods selected in the steel analysis settings tab. For the details of this check, AISC Manual 14th 7-8 is used as a reference.
In this check, the operation is performed on half of the symmetry axis and it is calculated to form a force pair with the required force.

Required	Available	Check	Result
34,318 kN	56,549 kN	0.607	√

Required	Available	Check	Result
68,159 kN	185,487 kN	0.367	√

Required	Available	Check	Result
68,159 kN	284,75 kN	0.239	√

Required	Available	Check	Result
68,159 kN	270 kN	0.252	√

Required	Available	Check	Result
68,159 kN	176.213 kN	0.387	√

Required	Available	Check	Result
68,159 kN	218.143 kN	0.312	√

Required	Available	Check	Result
68,159 kN	229.569 kN	0.297	√

Required	Available	Check
≤0.70	0.17	√

Required	Available	Check	Result
68,159 kN	223.92 kN	0.304	√

Required	Available	Check	Result
68,159 kN	421.131 kN	0.162	√

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Single Plate Design Report

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