Connection Geometry

Geometry Checks

Spacing between bolts

s min ≥ 3d       

ÇYTHYEDY 13.3.6

 

 

s

79.5 mm

 

 

d

20 mm

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

Horizontal Edge Distance

L eh ≥ L e- min     

ÇYTHYEDY 13.3.7

 

 

L eh

40 mm

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

L e- min

26 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 * 20 = 40 mm conformity check for application

L e- min

26 mm

Minimum distance check according to Table 13.9

Weld Thickness

a ≥ a min     

ÇYTHYEDY 13.3.7

 

 

a

9 mm

 

a min

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

Bolt Shear at Beam

  • Calculation is made using Elastic method, one of the methods selected in the steel analysis settings tab. For the details of this calculation, AISC Manual 14th 7-8 is used as a reference.

  • In this calculation, the operation is performed on half of the symmetry axis and it is calculated to form a force pair with the required force.

Ab

Fn

 

Rn

 

Rn / Ω

 

Required

Available

Ratio

Control

32,601 kN

56,549 kN

0.577

Bolt Bearing on Beam

d h

20+2=22 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

 

R n / Ω

 

Required

Available

Ratio

Control

64.748 kN

185,487 kN

0.349

Bolt Bearing on Plate

d h

20+2=22 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

R n / Ω

 

Required

Available

Ratio

Control

64.748 kN

284.75 kN

0.227

Plate Shear Yield

A g

 

F y

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.17

R n / Ω

 

Required

Available

Ratio

Control

64.748 kN

270 kN

0.240

Beam Shear Rupture

Anv

 

Fu

362.846 N/mm2

 

Rn

ÇYTHYEDY 13.18

Rn / Ω

 

Required

Available

Ratio

Control

64.748 kN

176.213 kN

0.367

Plate Shear Rupture

A nv

 

F u

362.846 N/mm2

 

Rn

ÇYTHYEDY 13.18

R n / Ω

 

Required

Available

Ratio

Control

64.748 kN

218.143 kN

0.297

Block Shear in Plate

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

64.748 kN

229.569 kN

0.282

Plate Flexural Buckling

F y

235.359 N/mm2

 

t

12 mm

 

a

60 mm

 

L

239 mm

 

λ

 

Required

Available

Control

≤0.70

0.17

Plate Flexural Yield

dp

239 mm

 

F y

235.359 N/mm2

 

t p

12 mm

 

a

60 mm

 

Rn

 

R n / Ω

 

Required

Available

Ratio

Control

64.748 kN

223.92 kN

0.289

Weld Strength at Support

in

12.73 mm

 

F E

480 N/mm2

 

l

239 mm

 

is

60 mm

 

Rn

 

R n / Ω

 

Required

Available

Ratio

Control

64.748 kN

421.131 kN

0.154