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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 24, 2020

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Joint Geometry

GEOMETRY CHECK

Flange Plate to Beam Flange Weld Size

w ≥ w_min
w	11.315 mm		√
w_min	6 mm	Table J2.4	√

Shear Plate to Beam Web Weld Size

w ≥ w_min
w	11.315 mm		√
w_min	5 mm	Table J2.4	√

Shear Plate to Column Flange Weld Size

w ≥ w_min
w	11.315 mm		√
w_min	5 mm	Table J2.4	√

Continuity Plate to Column Flange Weld Size

w ≥ w_min
w	11.315 mm		√
w_min	6 mm	Table J2.4	√

Continuity Plate to Column Web Weld Size

w ≥ w_min
w	11.315 mm		√
w_min	6 mm	Table J2.4	√

STRENGTH CHECKS

Flange Plate to Beam Flange Weld Strength

L_wı	760 mm	AISC 360-16 J2.4(c)
L_wt	210 mm
F_e	490 N/mm²
R_nwl
R_nwt
R_nw
w	11.315 mm
F_u-plate	360 N/mm²
F_{u flange}	360 N/mm²
t_p	16 mm
t_f	17.2 mm
R_nBM
R_n
ΦR_n

Required	Available	Ratio	Control
505.682 kN	1140.426 kN	0.296	√

Flange Plate Tension Yield

A_g
F_y	275 N/mm²
R_n		AISC 360-16 (J4-1)
ΦR_n

Required	Available	Ratio	Control
505.682 kN	1108.8 kN	0.456	√

Flange Plate Tension Rupture

A_n
A_e
F_u	410 N/mm²
U	1.00
R_n		AISC 360-16 (J4-2)
ΦR_n

Required	Available	Ratio	Control
505.682 kN	1377.6 kN	0.367	√

Flange Plate Block Shear

A_g
A_nv
A_nt
F_y	275 N/mm²
F_u	410 N/mm²
U_bs	1.0

R_n		AISC 360-16 (J4-5)
ΦR_n

Required	Available	Ratio	Control
505.682 kN	2538 kN	0.199	√

Flange Plate Compression Yield

K	0.65
L	20 mm
r	4.619 mm
KL / r	2.81
F _y	275 N/mm²
A _g
R_n		AISC 360-16 (J4-6)
ΦR_n

Required	Available	Ratio	Control
505.682 kN	1108.8 kN	0.456	√

Shear Plate to Column Flange Weld Strength

w	11.315 mm
F_E	490 N/mm²
l	260 mm
e	117.5 mm
R_n
ΦR_n

Required	Available	Ratio	Control
135.975 kN	498.69 kN	0.273	√

Shear Plate to Beam Web Weld Strength

Fe	490000 kN/m²
w	11.315 mm
Fu	360 N/mm²
t	11.1 mm
R _nw
R_nBM		AISC Manual 14^th 8-12
Rn
ΦR_n

Required	Available	Ratio	Control
579.254 kN/m	1764 kN/m	0.328	√

Web Plate Shear Yield

A_g
F _y	275 N/mm²
R_n		AISC 360-16 J4-3
ΦR_n

Required	Available	Ratio	Control
135.975 kN	429 kN	0.317	√

Web Plate Shear Rupture

A_nv
F_u	410 N/mm²
R_n		AISC 360-16 J4-3
ΦR_n

Required	Available	Ratio	Control
135.975 kN	372.69 kN	0.365	√

Web Plate Flexural Yield

d_p	260 mm
F_y	275 N/mm²
t_p	10 mm
a	117.5 mm
R_n
ΦR_n

Required	Available	Ratio	Control
135.975 kN	273.948 kN	0.496	√

Column Panel Zone Shear

P_r	1621.397 kN	AISC 360-16 J10-9
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	Available	Ratio	Control
56.746 kN	1544.4 kN	0.037	√

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