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Table of Contents

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Connection Geometry

...

...

Geometry Checks

Distance Between Bolts

smin ≥ 3d       

ÇYTHYEDY 13.3.6

 

 

s

90 mm

 

 

d

30 mm

s =90 mm > smin = 3*30=90 mm

Horizontal Edge Distance

Leh ≥ Le- min     

ÇYTHYEDY 13.3.7

 

 

Leh

60 mm

L eh ≥ 2d = 2 * 30 = 60 mm conformity check for application

Le- min

40 mm

Minimum distance check according to Table 13.9

Vertical Edge Distance

Lev ≥ Le- min     

ÇYTHYEDY 13.3.7

 

 

Lev

60 mm

L eh ≥ 2d = 2 * 30 = 60 mm conformity check for application

Le- min

40 mm

Minimum distance check according to Table 13.9

Beam

...

Web to End Plate Weld Size

a ≥ amin     

 

 

 

a

5 mm

 

amin

3.5 mm

Table 13.4

...

Stiffener to Beam Flange Weld Size

a ≥ amin     

 

 

 

a

6 mm

 

amin

4 mm

Table 13.4

...

Stiffener to End Plate Weld Size

a ≥ amin     

 

 

 

a

6 mm

 

amin

4 mm

Table 13.4

Continuity Plate

...

to Column Flange Weld Size

a ≥ amin     

 

 

 

a

8 mm

 

amin

4 mm

Table 13.4

Continuity Plate

...

to Column Web Weld Size

a ≥ amin     

 

 

 

a

8 mm

 

amin

4 mm

Table 13.4

...

Connection Detail Application Limits (TBDY Table 9B.1)

Beam span / Beam cross-section height

9144 mm /450 mm=20.32

≥7.0

Butt End plate thickness, tp

30 mm

18≤t p ≤65

Head Flange plate width, bp

298 mm

215≤ b p ≤ 400

Horizontal distance between bolts, g

154 mm

125≤g≤155

pfi

72 mm

40≤p fi ≤50

pfo

72 mm

40≤p fi ≤50

Beam cross section height, db

450 mm

450≤ d b ≤ 950

Beam head thickness, tbf

15 mm

14≤t bf ≤35

Column cross section height

650

≤ 920 mm

Bolt class

10.9

8.8 - 10.9

Min yield stress of the frontal plate material

275 MPa

235 /275/355 MPa

Title Flange plate weldingweld

CJP

CJP

Strength

...

Checks

Bolt Diameter

Muc

833.213 kNm

AISC 358-16 (6.8-4)

Ft

750000 kN/m2

 

x h1

 

h2

 

h3

 

h4

 

db

 

Required

ReadyAvailable

Rate

Control

22.252 mm

30 mm

0.708

...

End Plate Thickness

Muc

833.213 kNm

AISC 358-16 (6.8-5)

Fyp

275000 kN/m2

 

s

 

Yp

 

Yp

 

tp

 

Required

ReadyAvailable

RateRatio

Control

23.01 mm

30 mm

0.767

...

End Plate

...

Stiffener Thickness

tbw

9 mm

AISC 358-16 (6.8-9)

Fyb

275000 kN/m2

 

Fys

275000 kN/m2

 

ts

12 mm

 

 

 

 

 

 

Required

ReadyAvailable

RateRatio

Control

9 mm

15 mm

0.600

End Plate Stiffener Local Buckling

...

hs

210 mm

AISC 358-16 (6.8-10)

ts

15 mm

 

ISE

205939650 kN/m2

 

Fys

275000 kN/m2

 

 

 

 

 

Required

ReadyAvailable

Rate

Control

14 mm

15.325 mm

0.914

...

Stiffener to Beam Flange Weld Size

Fys

275000 kN/m2

AISC DG 4-2nd

3.2.10

ts

15 mm

 

Fe

490000 kN/m2

 

inw

 

Required

ReadyAvailable

RateRatio

Control

7.938 mm

8.487 mm

0.935

...

Stiffener to End Plate Weld Size

Fys

275000 kN/m2

AISC DG 4-2nd

3.2.10

ts

15 mm

 

Fe

490000 kN/m2

 

inw

 

Required

ReadyAvailable

RateRatio

Control

7.938 mm

8.487 mm

0.935

...

Bolt Shear at Support

...

Ab

Fn

Rn

ΦRn

Required

Ready

RateRatio

Control

211.464 kN

2290.22 kN

0.092

Bolt

...

Bearing on End Plate

dh

30+3=33 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing1

 

Rn-spacing1

 

Lc,spacing2

 

Rn-spacing2

 

Rn

 

ΦRn

 

Required

ReadyAvailable

RateRatio

Control

211.464 kN

6044.22 kN

0.035

Bolt

...

Bearing on Column Flange

dh

30+3=33 mm

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing1

 

Rn-spacing1

 

Lc,spacing2

 

Rn-spacing2

 

Rn

 

ΦRn

 

Required

ReadyAvailable

RateRatio

Control

211.464 kN

6424.142

0.033

Beam

...

Web to End Plate Weld Size

Fyp

275000 kN/m2

AISC 358-16

(6.7.6) 3

tbw

9 mm

 

Fe

490000 kN/m2

 

inw

 

Required

ReadyAvailable

RateRatio

Control

4.763 mm

7.072 mm

0.673

Column

...

Flange Thickness

Muc

803.836 kNm

AISC 358-16 (6.8-13)

Fyp

275000 kN/m2

 

s

 

c

 

And Yc

 

And Yc

 

tcf

Required

ReadyAvailable

RateRatio

Control

21.772mm

31 mm

0.702

Column Panel

...

Zone Shear

Pr

429,124 kN

ÇYTHYEDY 13.29a

Py

 

Fy

275000 kN/m2

 

Ag

28634.759 mm2

 

dc

650 mm

 

tw

16 mm

 

Rn

 

ΦRn

 

Required

ReadyAvailable

RateRatio

Control

1696.742 kN

1716 kN

0.989

...

Shear Zone Thickness(??)

t min ≥u / 180

TBDY 2018 9.3.4.2b

tmin = t w

16 mm

 

tw

16 mm

 

u

2016 mm

 

Required

ReadyAvailable

RateRatio

Control

11.2 mm

16 mm

0.700