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Welded Flange Plate Connection Design with AISC 360-16

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Created by nurgül Kaya (Unlicensed), last modified on Dec 23, 2020

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Joint Geometry

GEOMETRY CHECK

Headboard Beam Head Welding Thickness

a ≥ a _min
a	6 mm		√
a _min	4 mm	Table 13.4	√

Slip Plate Beam Body Welding Thickness

a ≥ a _min
a	6 mm		√
a _min	3.5 mm	Table 13.4	√

Slip Plate Column Head Welding Thickness

a ≥ a _min
a	6 mm		√
a _min	3.5 mm	Table 13.4	√

Continuity Plate - Column Head Welding Thickness

a ≥ a _min
a	6 mm		√
a _min	4 mm	Table 13.4	√

Continuity Plate - Column Body Welding Thickness

a ≥ a _min
a	6 mm		√
a _min	4 mm	Table 13.4	√

Strength Controls

Headboard Beam Head Welding Strength

L _wı	520 mm
L _wt	280 mm
F _e	490 N/mm²
R _nwl
R _nwt
R _nw
in	8.487 mm
F _u-plate	410 N/mm²
F _{u flange}	410 N/mm²
t _p	16 mm
t_f	18 mm
R_nBM
R_n
ΦR_n

Required	Ready	Rate	Control
143.884 kN	1140.426 kN	0.126	√

Headboard Tensile Flow

A _g
F _y	275 N/mm²
R_n		ÇYTHYEDY 13.15
ΦR_n

Required	Ready	Rate	Control
143.884 kN	1108.8 kN	0.130	√

Headboard Tensile Fracture

A_n
A _e
F _u	410 N/mm²
U	1.00
R_n		ÇYTHYEDY 13.16
ΦR_n

Required	Ready	Rate	Control
143.884 kN	1377.6 kN	0.104	√

Block Slip in Beam Header

A _g
A _nv
A _e.g.
F _y	275 N/mm²
F _u	410 N/mm²
U_bs	one

R_n		ÇYTHYEDY 13.19
ΦR_n

Required	Ready	Rate	Control
143.884 kN	1269 kN	0.113	√

Pressure Plate Pressure Flow

TO	0.65
L	20 mm
r	4.619 mm
KL / r	2.81
F _y	275 N/mm²
A _g
R_n		ÇYTHYEDY 13.20 (KL/r<25)
ΦR_n

Required	Ready	Rate	Control
143.884 kN	1108.8 kN	0.130	√

Slip Plate Column Head Welding Strength

in	8.487 mm
F _E	490 N/mm²
l	260 mm
is	117.5 mm
R_n
ΦR_n

Required	Ready	Rate	Control
15.529 kN	374.02 kN	0.042	√

Slip Plate Beam Body Strength

Fe	490000 kN/m²
in	The weld thickness taken from the combination menu is 0.707 * w value. 6 / 0.707 = 8.487 mm
Fu	410 N/mm²
t	10 mm
R _nw
R_nBM
Rn
ΦR_n

Required	Ready	Rate	Control
66.153 kN/m	1323 kN/m	0.042	√

Body Plate Shear Flow

A _g
F _y	275 N/mm²
R_n		ÇYTHYEDY 13.17
ΦR_n

Required	Ready	Rate	Control
15.529 kN	429 kN	0.036	√

Body Plate Shear Fracture

A _nv
F _u	410 N/mm²
R_n		ÇYTHYEDY 13.18
ΦR_n

Required	Ready	Rate	Control
15.529 kN	376.38 kN	0.041	√

Body Plate Bending Flow

d_p	260 mm
F _y	275 N/mm²
t _p	10 mm
a	117.5 mm
R_n
ΦR_n

Required	Ready	Rate	Control
15.529 kN	273.948 kN	0.057	√

Column Panel Area Shift

P _r	1621.397 kN	ÇYTHYEDY 13.29a
P_y
F _y	275000 kN/m²
A _g	28634.759 mm²
d _c	650 mm
t_w	16 mm
R_n
ΦR_n

Required	Ready	Rate	Control
103.141 kN	1544.4 kN	0.067	√

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