Connection Geometry

Geometry Checks

Bolt Spacing

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 Prequalification Limits (TBDY Table 9B.1)

Beam span / Beam cross-section height

9144 mm /450 mm=20.32

≥7.0

End plate thickness, tp

30 mm

18≤t p ≤65

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

Flange plate weld

CJP

CJP

Strength Checks

Bolt Diameter

Muc

833.213 kNm

AISC 358-16 (6.8-4)

Ft

750000 kN/m2

 

h1

 

h2

 

h3

 

h4

 

db

 

Required

Available

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

Available

Ratio

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

Available

Ratio

Control

9 mm

15 mm

0.600

End Plate Stiffener Local Buckling

hs

210 mm

AISC 358-16 (6.8-10)

ts

15 mm

 

E

205939650 kN/m2

 

Fys

275000 kN/m2

 

 

 

 

 

Required

Available

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

 

w

 

Required

Available

Ratio

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

 

w

 

Required

Available

Ratio

Control

7.938 mm

8.487 mm

0.935

Bolt Shear at Support

Ab

Fn

Rn

ΦRn

Required

Available

Ratio

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

Available

Ratio

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

Available

Ratio

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

 

w

 

Required

Available

Ratio

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

 

Yc

 

Yc

 

tcf

Required

Available

Ratio

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

Available

Ratio

Control

1696.742 kN

1716 kN

0.989

Panel Zone Thickness

t min ≥u / 180

TBDY 2018 9.3.4.2b

tmin = t w

16 mm

 

tw

16 mm

 

u

2016 mm

 

Required

Available

Ratio

Control

11.2 mm

16 mm

0.700