Joint Geometry

GEOMETRY CHECKS

Weld Access Hole Length

L ≥ max(1.5tw, 38 mm)      

AISC 360-16 J1.6

 

L

50 mm

tw

9 mm

Weld Access Hole Height

H ≥ max(tw, 19 mm) , H≤50mm     

AISC 360-16 J1.6

 

H

30 mm

tw

9 mm

Shear Plate to Column Flange Weld Size

w≥ wmin     

 

 

 

w

12.73 mm

 

wmin

5 mm

AISC 360-16 Table J2.4

Shear Plate to Beam Web Weld Size

w≥ wmin     

 

 

 

w

8.487 mm

 

wmin

5 mm

AISC 360-16 Table J2.4

Continuity Plate to Column Flange Weld Size

w≥ wmin     

 

 

 

w

11.315 mm

 

wmin

6 mm

AISC 360-16 Table J2.4

Continuity Plate - Column Body Welding Thickness

w≥ wmin     

 

 

 

w

11.315 mm

 

wmin

6 mm

AISC 360-16 Table J2.4

PREQUALIFICATION LIMITS

Beam span / Beam cross-section height

9144 mm /450 mm=20.32

≥9.0

Beam cross-section

450 mm

≤ 920

Beam head thickness, tbf

15 mm

≤25

Column cross section height

650 mm

≤ 920 mm

Flange plate weld

CJP

CJP

tp

10 mm

≥9 mm

a

10 mm

6≤a≤12

d

50 mm

≥50 mm

Shear plate beam web weld size

6 mm

=6 mm

Flange plate weld

CJP

CJP

STRENGTH CHECKS

Beam Shear Yield

Ag

 

Fy

275 N/mm2

 

Rn

AISC 360-16 J4-3

ΦRn

 

Required

Available

Ratio

Control

265.569 kN

534.6 kN

0.497

Shear Plate to Column Flange Weld Strength

Fe

490000 kN/m2

AISC 360-16 J2-3

w

12.73 mm

 

l

380 mm

 

Rreq

 

hp

380 mm

 

tp

10 mm

 

Ry

1.30

 

Fyp

275 N/mm2

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

815.1 kN

904.94 kN

0.901

Column Panel Zone Shear

Pr

429.124 kN

AISC 360-16 J10-9

Py

 

F y

275000 kN/m2

 

A g

28634.759 mm2

 

dc

650 mm

 

tw

16 mm

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

1497.795 kN

1716 kN

0.873

Panel Zone Thickness

tmin ≥u / 180

TBDY 2018 9.3.4.2b

tmin = tw

16 mm

 

tw

16 mm

 

u

2016 mm

 

Required

Available

Ratio

Control

11.2 mm

16 mm

0.700