4 Bolt Unstiffened End Plate Connection Design

L_eh ≥ L _{e- min}	ÇYTHYEDY 13.3.7
L_eh	70 mm	L _eh ≥ 2d = 2 * 30 = 60 mm conformity check for application	√
L_{e- min}	40 mm	Minimum distance check according to Table 13.9	√

L_ev ≥ L _{e- min}	ÇYTHYEDY 13.3.7
L_ev	85 mm	L _eh ≥ 2d = 2 * 30 = 60 mm conformity check for application	√
L_{e- min}	40 mm	Minimum distance check according to Table 13.9	√

Beam span / Beam cross-section height	9144 mm /450 mm=20.32	≥7.0
End plate thickness, t_p	32 mm	12≤t _p ≤60
Head plate width, b_p	290 mm	160≤ b _p ≤ 300
Horizontal distance between bolts, g	150 mm	100≤g≤155
p_fi	60 mm	40≤p _fi ≤115
p_fo	60 mm	40 p _fo ≤115
Beam cross-section height, d_b	450 mm	270≤ d _b ≤ 1400
Beam flange thickness, t_bf	15 mm	10≤t _bf ≤25
Column cross-section height	650	≤ 920 mm
Bolt class	10.9	8.8 - 10.9
Min yield stress of the end plate material	275 MPa	235 /275 / 355 MPa
Flange plate welding	CJP	CJP

Required	Ready	Ratio	Control
29.141 mm	30 mm	0.971	√

Required	Available	Ratio	Control
30.74 mm	32 mm	0.961	√

Required	Available	Ratio	Control
900,396 kN	1531.2 kN	0.588	√

Required	Available	Ratio	Control
900,396 kN	1027.3 kN	0.876	√

Required	Available	Ratio	Control
212.57 kN	1145.11 kN	0.186	√

Required	Available	Ratio	Control
212.57 kN	3400.704 kN	0.063	√

Required	Available	Ratio	Control
212.57 kN	3294.432 kN	0.065	√

Required	Available	Ratio	Control
4.763 mm	8.487 mm	0.561	√

Required	Available	Ratio	Control
24.324 mm	31 mm	0.785	√

Required	Ready	Ratio	Control
1595.191 kN	1716 kN	0.930	√

Required	Available	Ratio	Control
11.2 mm	16 mm	0.700	√