Connection Geometry

Geometry Checks

Distance between bolts

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 ≥ Le- 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

73.288 kN

540 kN

0.136

Beam Shear Rupture

Anv

 

Fu

362.846 N/mm2

 

Rn

ÇYTHYEDY 13.18

Rn / Ω

 

Required

Available

Ratio

Control

73.288 kN

176.213 kN

0.416

Angle Shear Rupture at Beam

Anv

 

Fu

362.846 N/mm2

 

Rn

ÇYTHYEDY 13.18

Rn / Ω

 

Required

Available

Ratio

Control

73.288 kN

436,286 kN

0.168

Angle Block Shear at Beam

Ag

 

Anv

 

Ae.g.

 

Fy

235.359 N/mm2

 

Fu

362.846 N/mm2

 

Ubs

1

 

 

 

Rn

ÇYTHYEDY 13.19

Rn / Ω

 

Required

Available

Ratio

Control

73.288 kN

505.94 kN

0.145

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

73.288 kN

185,487 kN

0.395

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

73.288 kN

569.505 kN

0.129

Bolt Shear at Beam

Ab

Fn

 

Rn

 

Rn / Ω

Required

Available

Ratio

Control

40.195kN

113,097 kN

0.355

Weld Strength at Support

Fe

480000 kN/m2

in

7.072

Fu

362.846  N/mm2

l

239 mm

Rn

Rn / Ω

Required

Available

Ratio

Control

73.288 kN

171.6 kN

0.427