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Connection Geometry

Geometry Checks

Weld Size

w ≥ wmin     

AISC 360-16 Table J2.4

 

 

w

11.315 mm

 

√

wmin

5 mm

Table J2.4

√

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

AISC 360-16 J10-3

Rn / Ω

 

Required

Available

Check

Result

73.288 kN

100.207 kN

0.732

√

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

AISC 360-16 J10-5a

 

 

Rn / Ω

 

Required

Available

Check

Result

73.288 kN

98.138 kN

0.747

√

Angle Shear Yield

Ag

 

Fy

235.359 N/mm2

 

Rn

AISC 360-16 J4-3

Rn / Ω

 

Required

Available

Check

Result

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

Available

Check

Result

73.288 kN

74.06 kN

0.990

√

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