Joint Geometry

GEOMETRY CHECK

Flange Plate to Beam Flange Weld Size

w ≥ wmin     

 

 

 

w

11.315 mm

 

wmin

6 mm

Table J2.4

Shear Plate to Beam Web Weld Size

w ≥ wmin     

 

 

 

w

11.315 mm

 

wmin

5 mm

Table J2.4

Shear Plate to Column Flange Weld Size

w ≥ wmin     

 

 

 

w

11.315 mm

 

wmin

5 mm

Table J2.4

Continuity Plate to Column Flange Weld Size

w ≥ wmin     

 

 

 

w

11.315 mm

 

wmin

6 mm

Table J2.4

Continuity Plate to Column Web Weld Size

w ≥ wmin     

 

 

 

w

11.315 mm

 

wmin

6 mm

Table J2.4

STRENGTH CHECKS

Flange Plate to Beam Flange Weld Strength

L

760 mm

AISC 360-16 J2.4(c) 

Lwt

210 mm

 

Fe

490 N/mm2

 

Rnwl

 

Rnwt

 

Rnw

 

w

11.315 mm

 

Fu-plate

360 N/mm2

 

Fu flange

360 N/mm2

 

tp

16 mm

 

tf

17.2 mm

 

RnBM

 

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

505.682 kN

1140.426 kN

0.296

Flange Plate Tension Yield

Ag

 

Fy

275 N/mm2

 

Rn

AISC 360-16 (J4-1)

ΦRn

 

Required

Available

Ratio

Control

505.682 kN

1108.8 kN

0.456

Flange Plate Tension Rupture

An

 

Ae

 

Fu

410 N/mm2

 

U

1.00

 

Rn

AISC 360-16 (J4-2)

ΦRn

 

Required

Available

Ratio

Control

505.682 kN

1377.6 kN

0.367

Flange Plate Block Shear

Ag

 

Anv

 

Ant

 

Fy

275 N/mm2

 

Fu

410 N/mm2

 

Ubs

1.0

 

 

 

Rn

AISC 360-16 (J4-5)

ΦRn

 

Required

Available

Ratio

Control

505.682 kN

2538 kN

0.199

Flange Plate Compression Yield

K

0.65

 

L

20 mm

 

r

4.619 mm

 

KL / r

2.81

 

F y

275 N/mm2

 

A g

 

Rn

AISC 360-16 (J4-6)

ΦRn

 

Required

Available

Ratio

Control

505.682 kN

1108.8 kN

0.456

Shear Plate to Column Flange Weld Strength

w

11.315 mm

FE

490 N/mm2

l

260 mm

e

117.5 mm

Rn

ΦRn

Required

Available

Ratio

Control

135.975 kN

498.69 kN

0.273

Shear Plate to Beam Web Weld Strength

Fe

490000 kN/m2

w

11.315 mm

Fu

360  N/mm2

t

11.1 mm

R nw

RnBM

AISC Manual 14th 8-12

Rn

ΦRn

 

Required

Available

Ratio

Control

579.254 kN/m

1764 kN/m

0.328

Web Plate Shear Yield

Ag

 

F y

275 N/mm2

 

Rn

AISC 360-16 J4-3

ΦRn

 

Required

Available

Ratio

Control

135.975 kN

429 kN

0.317

Web Plate Shear Rupture

Anv

 

Fu

410 N/mm2

 

Rn

AISC 360-16 J4-3

ΦRn

 

Required

Available

Ratio

Control

135.975 kN

372.69 kN

0.365

Web Plate Flexural Yield

dp

260 mm

Fy

275 N/mm2

tp

10 mm

a

117.5 mm

Rn

ΦRn

Required

Available

Ratio

Control

135.975 kN

273.948 kN

0.496

Column Panel Zone Shear

Pr

1621.397 kN

AISC 360-16 J10-9

Py

 

Fy

275000 kN/m2

 

Ag

28634.759 mm2

 

dc

650 mm

 

tw

16 mm

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

56.746 kN

1544.4 kN

0.037