Connection Geometry

Geometry Checks

Bolt Spacing

smin ≥ 3d       

ÇYTHYEDY 13.3.6

 

 

s

79.5 mm

 

 

d

20 mm

s =79.5 mm > smin = 3*20=60 mm

Horizontal Edge Distance

Leh ≥ L e- min     

ÇYTHYEDY 13.3.7

 

 

Leh

50.75 mm

L eh ≥ 2d = 2 * 20 = 40 mm conformity check for application

Le- min

26 mm

Minimum distance check according to Table 13.9

Vertical Edge Distance

Lev ≥ Le- min     

ÇYTHYEDY 13.3.7

 

 

Lev

40 mm

L eh ≥ 2d = 2 * 20 = 40 mm conformity check for application

Le- min

26 mm

Minimum distance check according to Table 13.9

Weld Thickness

a ≥ amin     

ÇYTHYEDY 13.3.7

 

 

a

6 mm

 

amin

3.5 mm

Table 13.4

Erection Stability

L ≥ hb /  2

ÇYTHYEDY 13.3.7

 

 

L

239 mm

 

 

hb

248.6 mm

L=239 > 248.6/2=124.3 mm

Strength Checks

Angle Shear Yield

Ag

 

Fy

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.17

Rn / Ω

 

Required

Available

Ratio

Control

93.805 kN

270 kN

0.347

Beam Shear Rupture

Anv

 

Fu

362.846 N/mm2

 

Rn

ÇYTHYEDY 13.18

Rn / Ω

 

Required

Available

Ratio

Control

93.805 kN

176.213 kN

0.532

Angle Shear Rupture at Beam

Anv

 

Fu

362.846 N/mm2

 

Rn

ÇYTHYEDY 13.18

Rn / Ω

 

Required

Available

Ratio

Control

93.805 kN

218.143 kN

0.43

Angle Block Shear at Beam

Ag

 

Anv

 

Ae.g.

 

Fy

235.359 N/mm2

 

Fu

362.846 N/mm2

 

Ubs

one

 

 

 

Rn

ÇYTHYEDY 13.19

Rn / Ω

 

Required

Available

Ratio

Control

93.805 kN

252,971 kN

0.371

Bolt Bearing on Beam

dh

20+2=22 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

 

Rn / Ω

 

Required

Available

Ratio

Control

93.805 kN

185,487 kN

0.506

Bolt Bearing on Angle at Beam

dh

20+2=22 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

Rn / Ω

 

Required

Available

Ratio

Control

93.805 kN

284.75 kN

0.329

Bolt Shear at Beam

Ab

Fn

 

Rn

 

Rn / Ω

 

Required

Available

Ratio

Control

51.448 kN

56,549 kN

0.910

Weld Strength at Support

Fe

480000 kN/m2

in

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

Fu

362.846  N/mm2

t

12 mm

Rnw

RnBM

Rn

Rn / Ω

Required

Available

Ratio

Control

342.216 kN/m

864 kN/m

0.396