Connection Geometry

Geometry Checks

Bolt Spacing at Flange

s min ≥ 3d       

ÇYTHYEDY 13.3.6

 

 

s

72 mm

 

 

d

24 mm

s =79.5 mm > smin = 3*24=72 mm

Horizontal Edge Distance at Flange

L eh ≥ L e- min     

ÇYTHYEDY 13.3.7

 

 

L eh

75 mm

L eh ≥ 2d = 2 * 24 = 48 mm conformity check for application

L e- min

32 mm

Minimum distance check according to Table 13.9

Vertical Edge Distance at Flange

L ev ≥ L e- min     

ÇYTHYEDY 13.3.7

 

 

L ev

35 mm

 

 

L e- min

32 mm

Minimum distance check according to Table 13.9

Bolt Spacing at Web

s min ≥ 3d       

ÇYTHYEDY 13.3.6

 

 

s

112.5 mm

 

 

d

32 mm

s =112.5 mm > smin = 3*24=72 mm

Horizontal Edge Distance at Web

L eh ≥ L e- min     

ÇYTHYEDY 13.3.7

 

 

L eh

55 mm

L eh ≥ 2d = 2 * 24 = 48 mm conformity check for application

L e- min

32 mm

Minimum distance check according to Table 13.9

Vertical Edge Distance at Web

L ev ≥ L e- min     

ÇYTHYEDY 13.3.7

 

 

L ev

50 mm

L eh ≥ 2d = 2 * 24 = 48 mm conformity check for application

L e- min

32 mm

Minimum distance check according to Table 13.9

Strength Checks

Bolt Shear at Flange

A b

Fn

Rn

ΦRn

 

Required

Available

Ratio

Control

315,683 kN

732.87 kN

0.431

Bolt Bearing on Flange Plate

d h

24+2=26 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

315,683 kN

1371.558 kN

0.230

Bolt Bearing on Beam Flange

d h

24+2=26 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

315,683 kN

1234,402 kN

0.256

Flange Plate Shear Yield

A g

 

F y

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.15

ΦRn

Required

Available

Ratio

Control

281.974 kN

571.92 kN

0.493

Flange Plate Tensile Rupture

An

 

A e

 

F u

362.846 N/mm2

 

U

1.00

 

Rn

ÇYTHYEDY 13.16

ΦRn

 

Required

Available

Ratio

Control

281.974 kN

506.17 kN

0.557

FlangFlange Plate Block Shear

A g

 

A nv

 

A e.g.

 

F y

235.359 N/mm2

 

F u

362.846 N/mm2

 

Ubs

one

 

 

 

Rn

ÇYTHYEDY 13.19

ΦRn

 

Required

Available

Ratio

Control

281.974 kN

867,285 kN

0.325

Flange Plate Block Shear

A g

 

A nv

 

A e.g.

 

F y

235.359 N/mm2

 

F u

362.846 N/mm2

 

Ubs

one

 

 

 

Rn

ÇYTHYEDY 13.19

ΦRn

 

Required

Available

Ratio

Control

281.974 kN

780.55 kN

0.361

Beam Flange Block Shear

TO

0.65

 

L

150 mm

 

r

4.33 mm

 

KL / r

22.52

 

F y

235.359 N/mm2

 

A g

 

Rn

ÇYTHYEDY 13.19

ΦRn

 

Required

Available

Ratio

Control

315,683 kN

571.92 kN

0.552

Bolt Shear at Web

A b

Fn

Rn

ΦRn

Required

Available

Ratio

Control

0.458 kN

244.29 kN

0.002

Bolt Bearing on Web Plate

d h

24+2=26 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

0.458 kN

241.656 kN

0.002

Bolt Bearing on Beam Web

d h

24+2=26 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Rn

 

ΦRn

 

Required

Available

Ratio

Control

0.458 kN

117.954 kN

0.004

Web Plate Shear Yield

A g

 

F y

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.17

ΦRn

 

Required

Available

Ratio

Control

1,108 kN

917.9 kN

0.001

Web Plate Shear Rupture

A nv

 

A e

 

F u

362.846 N/mm2

 

Rn

ÇYTHYEDY 13.17

ΦRn

 

Required

Available

Ratio

Control

1,108 kN

787,013 kN

0.001

Beam Shear Rupture

A nv

 

A e

 

F u

362.846 N/mm2

 

Rn

ÇYTHYEDY 13.17

ΦRn

 

Required

Available

Ratio

Control

1,108 kN

443,732 kN

0.002

Web Plate Block Shear

A g

 

A nv

 

A e.g.

 

F y

235.359 N/mm2

 

F u

362.846 N/mm2

 

Ubs

one

 

 

 

Rn

ÇYTHYEDY 13.19

ΦRn

 

Required

Available

Ratio

Control

1,108 kN

805,664 kN

0.001