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Flange Plate to Beam Flange Weld Size

a ≥ a min     

 

 

 

a

6 mm

 

√

a min

4 mm

Table 13.4

√

Shear Plate to Beam Web Weld Size

a ≥ a min     

 

 

 

a

6 mm

 

√

a min

3.5 mm

Table 13.4

√

Shear Plate to Column Flange Weld Size

a ≥ a min     

 

 

 

a

6 mm

 

√

a min

3.5 mm

Table 13.4

√

Continuity Plate to Column Flange Weld Size

a ≥ a min     

 

 

 

a

6 mm

 

√

a min

4 mm

Table 13.4

√

Continuity Plate to Column Web Weld Size

a ≥ a min     

 

 

 

a

6 mm

 

√

a min

4 mm

Table 13.4

√

Strength Checks

Flange Plate to Beam Flange Weld Strength

L wı

520 mm

 

L wt

280 mm

 

F e

490 N/mm2

 

R nwl

Image Modified

 

R nwt

Image Modified

 

R nw

Image Modified

 

in

8.487 mm

 

F u-plate

410 N/mm2

 

F u flange

410 N/mm2

 

t p

16 mm

 

tf

18 mm

 

RnBM

Image Modified

 

 

Rn

Image Modified

 

ΦRn

Image Modified

 

Required

Available

Ratio

Control

143.884 kN

1140.426 kN

0.126

√

Flange Plate Tension Yield

A g

Image Modified

 

F y

275 N/mm2

 

Rn

Image Modified

ÇYTHYEDY 13.15

ΦRn

Image Modified

 

Required

Available

Ratio

Control

143.884 kN

1108.8 kN

0.130

√

Flange Plate Tension Rupture

An

Image Modified

 

A e

Image Modified

 

F u

410 N/mm2

 

U

1.00

 

Rn

Image Modified

ÇYTHYEDY 13.16

ΦRn

Image Modified

 

Required

Available

Ratio

Control

143.884 kN

1377.6 kN

0.104

√

Beam Flange Block Shear

Ag

Image Modified

 

Anv

Image Modified

 

Ae.g.

Image Modified

 

Fy

275 N/mm2

 

Fu

410 N/mm2

 

Ubs

1

 

 

Image Modified

 

Rn

Image Modified

ÇYTHYEDY 13.19

ΦRn

Image Modified

 

Required

Available

Ratio

Control

143.884 kN

1269 kN

0.113

√

Flange Plate Compression Yield

TO

0.65

 

L

20 mm

 

r

4.619 mm

 

KL / r

2.81

 

F y

275 N/mm2

 

A g

Image Modified

 

Rn

Image Modified

ÇYTHYEDY 13.20

(KL/r<25)

ΦRn

Image Modified

 

Required

Available

Ratio

Control

143.884 kN

1108.8 kN

0.130

√

Shear Plate to Column Flange Weld Strength

in

8.487 mm

 

F E

490 N/mm2

 

l

260 mm

 

is

117.5 mm

 

Rn

Image Modified

 

ΦRn

Image Modified

 

Required

Available

Ratio

Control

15.529 kN

374.02 kN

0.042

√

Shear Plate to Column Flange Weld Strength

Fe

490000 kN/m2

in

The weld thickness taken from the combination menu is 0.707 * w value. 6 / 0.707 = 8.487 mm

Fu

410  N/mm2

t

10 mm

R nw

Image Modified

RnBM

Image Modified

Rn

Image Modified

ΦRn

Image Modified

 

Required

Available

Ratio

Control

66.153 kN/m

1323 kN/m

0.042

√

Web Plate Shear Yield

A g

Image Modified

 

F y

275 N/mm2

 

Rn

Image Modified

ÇYTHYEDY 13.17

ΦRn

Image Modified

 

Required

Available

Ratio

Control

15.529 kN

429 kN

0.036

√

Web Plate Shear Rupture

A nv

Image Modified

 

F u

410 N/mm2

 

Rn

Image Modified

ÇYTHYEDY 13.18

ΦRn

Image Modified

 

Required

Available

Ratio

Control

15.529 kN

376.38 kN

0.041

√

Web Plate Flexural Yield

dp

260 mm

 

F y

275 N/mm2

 

t p

10 mm

 

a

117.5 mm

 

Rn

Image Modified

 

ΦRn

Image Modified

 

Required

Available

Ratio

Control

15.529 kN

273.948 kN

0.057

√

Column Panel Zone Shear

P r

1621.397 kN

ÇYTHYEDY 13.29a

Py

Image Modified

 

F y

275000 kN/m2

 

A g

28634.759 mm2

 

d c

650 mm

 

tw

16 mm

 

Rn

Image Modified

 

ΦRn

Image Modified

 

Required

Available

Ratio

Control

103.141 kN

1544.4 kN

0.067

√

...

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Welded Flange Plate Connection

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