Welded Flange Plate Connection Design with AISC 360-16

w ≥ w_min     

w

11.315 mm

√

w_min

6 mm

Table J2.4

√

w ≥ w_min     

w

11.315 mm

√

w_min

5 mm

Table J2.4

√

w ≥ w_min     

w

11.315 mm

√

w_min

5 mm

Table J2.4

√

w ≥ w_min     

w

11.315 mm

√

w_min

6 mm

Table J2.4

√

w ≥ w_min     

w

11.315 mm

√

w_min

6 mm

Table J2.4

√

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

505.682 kN

1140.426 kN

0.296

√

A_g

F_y

275 N/mm²

R_n

AISC 360-16 (J4-1)

ΦR_n

505.682 kN

1108.8 kN

0.456

√

A_n

A_e

F_u

410 N/mm²

U

1.00

R_n

AISC 360-16 (J4-2)

ΦR_n

505.682 kN

1377.6 kN

0.367

√

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

505.682 kN

2538 kN

0.199

√

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

505.682 kN

1108.8 kN

0.456

√

w

11.315 mm

F_E

490 N/mm²

l

260 mm

e

117.5 mm

R_n

ΦR_n

135.975 kN

498.69 kN

0.273

√

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

579.254 kN/m

1764 kN/m

0.328

√

A_g

F _y

275 N/mm²

R_n

AISC 360-16 J4-3

ΦR_n

135.975 kN

429 kN

0.317

√

A_nv

F_u

410 N/mm²

R_n

AISC 360-16 J4-3

ΦR_n

135.975 kN

372.69 kN

0.365

√

d_p

260 mm

F_y

275 N/mm²

t_p

10 mm

a

117.5 mm

R_n

ΦR_n

135.975 kN

273.948 kN

0.496

√

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

56.746 kN

1544.4 kN

0.037

√