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Joint Geometry

Geometry Control

Distance between bolts

s min ≥ 3d       

ÇYTHYEDY 13.3.6

 

 

s

60 mm

 

 

d

20 mm

s =60 mm > smin = 3*16=48 mm

Horizontal Edge Distance

L eh ≥ L e- min     

ÇYTHYEDY 13.3.7

 

 

L eh

40 mm

L eh ≥ 2d = 2 * 16 = 32 mm conformity check for application

L e- min

22 mm

Minimum distance check according to Table 13.9

Vertical Edge Distance

L ev ≥ L e- min     

ÇYTHYEDY 13.3.7

 

 

L ev

40 mm

L eh ≥ 2d = 2 * 16 = 32 mm conformity check for application

L e- min

22 mm

Minimum distance check according to Table 13.9

Welding Thickness

a ≥ a min     

ÇYTHYEDY 13.3.7

 

 

a

5 mm

 

a min

3.5 mm

Table 13.4

Mounting Stability

L ≥ hb /  2

ÇYTHYEDY 13.3.7

 

 

L

150 mm

 

 

hb

190.4 mm

L=150 > 190.4/2=95.2 mm

Strength Controls

Slip on Support Bolt

A b

 

Fnv

 

Rn

ÇYTHYEDY 13.10b

R n / Ω

 

Required

Ready

Rate

Control

31.564 kN

144,765 kN

0.218

Crushing in the Support Bolt Hole

d h

16+2=18 mm

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Lc,spacing

 

Rn-spacing

 

R n / Ω

 

Required

Ready

Rate

Control

31.564 kN

197,853 kN

0.160

Crushing in the Plate Bolt Hole

d h

16+2=18 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

R n / Ω

 

Required

Ready

Rate

Control

31.564 kN

334,399 kN

0.094

Beam Shear Flow

A g

 

F y

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.17

R n / Ω

 

Required

Ready

Rate

Control

31.564 kN

122,166 kN

0.258

Sheet Shear Flow

A g

 

F y

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.17

R n / Ω

 

Required

Ready

Rate

Control

31.564 kN

338.77 kN

0.093

Sheet Shear Fracture

A nv

 

F u

362.846 N/mm2

 

Rn

ÇYTHYEDY 13.18

R n / Ω

 

Required

Ready

Rate

Control

31.564 kN

287,374 kN

0.110

Block Slip in Sheet

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

R n / Ω

 

Required

Ready

Rate

Control

31.564 kN

308,556 kN

0.102

Welding Strength

Fe

480000 kN/m2

in

The weld thickness taken from the combination menu is 0.707 * w value. 5 / 0.707 = 7.07 mm

Fu

362.846  N/mm2

t

6.2 mm

l

135.856 mm

R nw

RnBM

Rn

R n / Ω

Required

Ready

Rate

Control

31.564 kN

91.688 kN

0.344

 

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