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, last modified on Dec 24, 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 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	√

No labels