Single Plate Connection

L _eh ≥ L _{e- min}	ÇYTHYEDY 13.3.7
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 13.9	√

L _ev ≥ L _{e- min}	ÇYTHYEDY 13.3.7
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 13.9	√

Calculation is made using Elastic method, one of the methods selected in the steel analysis settings tab. For the details of this calculation, AISC Manual 14th 7-8 is used as a reference.
In this calculation, 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	Ratio	Control
32,601 kN	56,549 kN	0.577	√

Required	Available	Ratio	Control
64.748 kN	185,487 kN	0.349	√

Required	Available	Ratio	Control
64.748 kN	284.75 kN	0.227	√

Required	Available	Ratio	Control
64.748 kN	270 kN	0.240	√

Required	Available	Ratio	Control
64.748 kN	176.213 kN	0.367	√

Required	Available	Ratio	Control
64.748 kN	218.143 kN	0.297	√

Required	Available	Ratio	Control
64.748 kN	229.569 kN	0.282	√

Required	Available	Control
≤0.70	0.17	√

Required	Available	Ratio	Control
64.748 kN	223.92 kN	0.289	√

Required	Available	Ratio	Control
64.748 kN	421.131 kN	0.154	√