Skip to end of banner Go to start of banner

Welded Flange Plate Connection Design with AISC 360-16

Skip to end of metadata

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

Go to start of metadata

You are viewing an old version of this page. View the current version.

Compare with Current View Page History

Joint Geometry

Geometry Control

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	√

No labels