Connection Geometry

Geometry Checks

Bolt Spacing

smin ≥ 3d       

ÇYTHYEDY 13.3.6

 

 

s

80.4 mm

 

 

d

20 mm

s =80.4 mm > smin = 3*20=60 mm

Horizontal Edge Distance

Leh ≥ Le-min     

ÇYTHYEDY 13.3.7

 

 

Leh

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

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

9 mm

 

amin

3.5 mm

Table 13.4

Erection Stability

L ≥ hb /  2

ÇYTHYEDY 13.3.7

 

 

L

160.4 mm

 

 

hb

190.4 mm

L=160.4 > 190.4/2=95.2 mm

Strength Checks

Bolt Shear at Beam

Ag

 

Fy

235.359 N/mm2

 

Fn

 

Rn

ÇYTHYEDY 13.17

Rn / Ω

 

Required

Available

Ratio

Control

3.67 kN

56,549 kN

0.065

Bolt Bearing on Beam

dh

20+2=22 mm

 

t

6.2 mm

 

Lc,spacing

 

Rn

 

Rn-spacing

 

Rn

 

 

Rn / Ω

 

Required

Available

Ratio

Control

24.138 kN

107.983 kN

0.224

Bolt Bearing on Plate

dh

20+2=22 mm

 

t

12 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

n / Ω

 

Required

Available

Ratio

Control

24.138 kN

180.26 kN

0.134

Beam Shear Rupture

Anv

 

Fu

362.846 N/mm2

 

Rn

ÇYTHYEDY 13.18

Rn / Ω

 

Required

Available

Ratio

Control

24.138 kN

129.58 kN

0.186

Plate Shear Yield

Ag

 

Fy

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.17

R n / Ω

 

Required

Available

Ratio

Control

24.138 kN

181.208 kN

0.133

Plate Shear Rupture

Anv

 

Fu

362.846 N/mm2

 

Rn

ÇYTHYEDY 13.18

Rn / Ω

 

Required

Available

Ratio

Control

24.138 kN

146,822 kN

0.164

Plate Block Shear Rupture

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

24.138 kN

162,972 kN

0.148

Plate Flexural Buckling

Fy

235.359 N/mm2

 

t

12 mm

 

a

60 mm

 

L

239 mm

 

λ

 

Required

Available

Control

≤0.70

0.29

Plate Flexural Yield

dp

278.6 mm

 

Fy

235.359 N/mm2

 

tp

12 mm

 

a

112.95 mm

 

Rn

 

Rn / Ω

 

Required

Available

Ratio

Control

24.138 kN

213.295 kN

0.113

Weld Strength at Support

Fe

480000 kN/m2

in

The weld thickness taken from the combination menu is 0.707 * w value. 9 / 0.707 = 12.73 mm

Fu

362.846  N/mm2

t

12 mm

Rnw

RnBM

Rn

Rn / Ω

Required

Available

Ratio

Control

0.015 kN/m

1306.245 kN/m

1.15 * 10 (-5)