Brace Corner Connection Design

Brace - Gusset Plate Connection

L _eh ≥ L _{e- min}	ÇYTHYEDY 13.3.7
L _eh	33.5 mm		√
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	Conformity check for L _eh ≥ 2d = 2 * 20 = 40 mm application	√
L _{e- min}	26 mm	Minimum distance check according to Table 13.9	√

Required	Available	Ratio	Control
367,989 kN	424.115 kN	0.868	√

Required	Available	Ratio	Control
367,989 kN	906.912 kN	0.406	√

Required	Available	Ratio	Control
367,989 kN	566.82 kN	0.649	√

Fe	490000 kN/m²
w	The weld thickness taken from the combination menu is 0.707 * w value. 4 / 0.707 = 5.658 mm
F _u-plate	469.999 N/mm²
F _u-brace	410 N/mm²
t_plate	16 mm
t _brace	10 mm
R _nw
R_n-plate
R_n-brace
R_nBM
Rn
ΦR_n

Required	Available	Ratio	Control
367,989 kN	493.92 kN	0.745	√

Required	Available	Ratio	Control
367,989 kN	549.42 kN	0.670	√

Required	Available	Ratio	Control
367,989 kN	955,942 kN	0.385	√

Required	Available	Ratio	Control
110666.08 kN/m²	319500 kN/m²	0.346	√

Required	Available	Ratio	Control
74927.3 kN/m²	213000 kN/m²	0.352	√

Required	Available	Ratio	Control
1363.764 kN/m	2428.6 kN/m	0.562	√