Full Penetration Bulk Welded Joint Design

L ≥ max(1.5t_w,40 mm)      

ÇYTHYEDY 13.1.6

L

50 mm

√

t_w

9 mm

√

H ≥ max(t_w, 20 mm) , H≤50mm     

ÇYTHYEDY 13.1.6

H

30 mm

√

t_w

9 mm

√

a ≥ a _min     

a

9 mm

√

a _min

3.5 mm

Table 13.4

√

a ≥ a _min     

a

6 mm

√

a _min

3.5 mm

Table 13.4

√

a ≥ a _min     

a

8 mm

√

a _min

4 mm

Table 13.4

√

a ≥ a _min     

a

8 mm

√

a _min

4 mm

Table 13.4

√

Beam span / Beam cross-section height

9144 mm /450 mm=20.32

≥9.0

Beam cross-section height, d _b

450 mm

≤ 920

Beam head thickness, t _bf

15 mm

≤25

Column cross section height

650 mm

≤ 920 mm

Title plate welding

CJP

CJP

tp

10 mm

≥9 mm TBDY 9B.4.7(a)

a

10 mm

6≤a≤12 TBDY 9B.4.7 (a)

d

50 mm

≥50 mm TBDY 9B.4.7(a)

Slip plate beam body welding thickness

6 mm

=6 mm TBDY 9B.4.7(c)

Title plate welding

CJP

CJP

A _g

F _y

275 N/mm²

R_n

ÇYTHYEDY 13.17

ΦR_n

209.62 kN

534.6 kN

0.392

√

Fe

490000 kN/m²

ÇYTHYEDY 13.2

in

The weld thickness taken from the combination menu is 0.707 * w value. 9 / 0.707 = 12.73 mm

l

380 mm

R _req

hp

380 mm

tp

10 mm

Ry

1.30

Fyp

275 N/mm²

Rn

ΦR_n

815.1 kN

904.94 kN

0.901

√

P _r

429,124 kN

ÇYTHYEDY 13.29a

P_y

F _y

275000 kN/m²

A _g

28634.759 mm²

d_c

650 mm

t_w

16 mm

R_n

ΦR_n

1497.795 kN

1716 kN

0.873

√

t _min ≥u / 180

TBDY 2018 9.3.4.2b

t _min = t _w

16 mm

t_w

16 mm

u

2016 mm

11.2 mm

16 mm

0.700

√