Connection Geometry

Geometry Checks

Weld Thickness

a ≥ amin     

ÇYTHYEDY 13.3.7

 

 

a

8 mm

 

amin

3.5 mm

Table 13.4

Strength Checks

Beam Web Yielding

tw

7.1 mm

 

lb

25.7 mm

 

to

10.7 + 15 = 25.7 mm (Beam flange + Beam flange radius)

 

Fy

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.25b

Rn / Ω

 

Required

Avalaible

Ratio

Control

73.288 kN

100,207 kN

0.731

Beam Web Crippling

tw

7.1 mm

 

tf

10.7 mm

 

lb

25.7 mm

 

d

300 mm

 

E

205939650 kN/m2

 

Fy

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.26b

 

 

Rn / Ω

 

Required

Avalaible

Ratio

Control

73.288 kN

98.138 kN

0.747

Angle Shear Yield

Ag

 

Fy

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.17

Rn / Ω

 

Required

Avalaible

Ratio

Control

Required

Avalaible

Ratio

Control

73.288 kN

141,215 kN

0.519

Weld Strength at Support

Fe

480000 kN/m2

w

11.315 mm

Fu

362.846  N/mm2

l

110 mm

e

60mm

Rn

Rn / Ω

Required

Avalaible

Ratio

Control

73.288 kN

74.06 kN

0.990