Brace-Corner Connection Design

s_min ≥ 3d       

AISC 360-16 J3.3

s

60 mm

d

20 mm

s =60 mm > s_min = 3*20=60 mm

√

L_eh ≥ L_{e- min}     

AISC 360-16 J3.4

L_eh

39.85 mm

√

L_{e- min}

26 mm

Minimum distance check according to Table J3.4

√

L_ev ≥ L_{e- min}     

AISC 360-16 J3.4

L_ev

40 mm

Conformity check for L _eh ≥ 2d = 2 * 20 = 40 mm application

√

L_{e- min}

26 mm

Minimum distance check according to Table J3.4

√

w ≥ w_min     

ÇYTHYEDY 13.3.7

w

5.658 mm

√

w_min

5 mm

Table J2.4

√

A_b

F_n

R_n

AISC 360-16 J3-1

ΦR_n

413.063 kN

424.115 kN

0.974

√

d_h

20+2=22 mm

L_c,edge

R_n

AISC 360-16 J3-6a

R_n-edge

L_c,spacing

R_n-spacing

R_n

ΦR_n

413.063 kN

906.912 kN

0.455

√

d_h

20+2=22 mm

L_c,edge

R_n

AISC 360-16 J3-6a

R_n-edge

L_c,spacing

R_n-spacing

R_n

ΦR_n

413.063 kN

566.82 kN

0.729

√

Fe

490000 kN/m²

w

5.658 mm

F_u-plate

469.999  N/mm²

F_u-brace

410 N/mm²

t_plate

16 mm

t_brace

10 mm

R_nw

R_n-plate

R_n-brace

R_nBM

Rn

ΦR_n

413.063 kN

493.92 kN

0.836

√

K

0.65

L

159.85 mm

r

2.887 mm

KL / r

35.99

F_y

355 N/mm²

A_g

1892.82 mm²

F_e

AISC 360-16 E3-4 

F_cr

AISC 360-16 E3-2 

R_n

 AISC 360-16 E3-1 

ΦR_n

413.063 kN

548.567 kN

0.753

√

TO

0.65

L

60 mm

r

4.619 mm

KL / r

8.44

Fy

355 N/mm²

Ag

2991.995 mm²

Rn

ÇYTHYEDY 13.20

ΦR_n

367,989 kN

955,942 kN

0.385

√

a ≥ a _min     

ÇYTHYEDY 13.3.7

a

4 mm

√

a _min

3.5 mm

Table 13.4

√

F _y

355 N/mm²

WITH

F _a

N

260,207 kN

M

10.775 kNm

t_g

10 mm

l _g

347.279 mm

F _b

F_n

R_n

ΦR_n

110666.08 kN/m²

319500 kN/m²

0.346

√

F _y

355 N/mm²

V

260,207 kN

t_g

10 mm

l _g

347.279 mm

Fv

R_n

ΦR_n

74927.3 kN/m²

213000 kN/m²

0.352

√

F_peak

F_avg

R _req

ÇYTHYEDY 13.3

t_g

10 mm

in

5.658 mm

F _e

480000 kN/m²

θ

55.9 °

R_n

ΦR_n

1363.764 kN/m

2428.6 kN/m

0.562

√