Brace-Center Connection Design with AISC 360-16

s _min ≥ 3d       

ÇYTHYEDY 13.3.6

s

60 mm

d

20 mm

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

√

L _eh ≥ L _{e- min}     

ÇYTHYEDY 13.3.7

L _eh

57 mm

√

L _{e- min}

26 mm

Minimum distance check according to Table 13.9

√

L _ev ≥ L _{e- min}     

ÇYTHYEDY 13.3.7

L _ev

45 mm

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

√

L _{e- min}

26 mm

Minimum distance check according to Table 13.9

√

a ≥ a _min     

ÇYTHYEDY 13.3.7

a

4 mm

√

a _min

3.5 mm

Table 13.4

√

A _b

F_n

R_n

ΦR_n

169.593 kN

212.058 kN

0.800

√

d _h

20+2=22 mm

L_c,edge

R_n

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

R_n-edge

L_c,spacing

R_n-spacing

R_n

ΦR_n

169.593 kN

456.84 kN

0.371

√

d _h

20+2=22 mm

L_c,edge

R_n

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

R_n-edge

L_c,spacing

R_n-spacing

R_n

ΦR_n

169.593 kN

304.56 kN

0.557

√

Fe

490000 kN/m²

in

The weld thickness taken from the combination menu is 0.707 * w value. 4 / 0.707 = 5.658 mm

F _u-plate

469.999  N/mm²

F _u-embers

410 N/mm²

t_plate

15 mm

t _brace

15 mm

lw

150 mm

R _nw

R_n-plate

R_n-brace

R_nBM

Rn

ΦR_n

169.593 kN

529.2 kN

0.320

√

TO

0.65

L

0 mm

r

2.887 mm

KL / r

0

Fy

355 N/mm²

Ag

1292.82 mm²

Rn

ÇYTHYEDY 13.20

ΦR_n

169.593 kN

413,056 kN

0.411

√

TO

0.65

L

65 mm

r

4.33 mm

KL / r

9.76

Fy

355 N/mm²

Ag

2009.999 mm²

Rn

ÇYTHYEDY 13.20

ΦR_n

169.593 kN

642,195 kN

0.264

√