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Table of Contents

...

Joint Geometry

...

GEOMETRY

...

CHECKS

...

Weld Size

a

w ≥

a

wmin     

ÇYTHYEDY 13.3.7

AISC 360-16 Table J2.4

 

 

a

w

8

11.315 mm

 

√

a

wmin

3.

5 mm

Table

13

J2.4

√

...

STRENGTH CHECKS

...

Beam

...

Web Yielding

tw

7.1 mm

 

lb

25.7 mm

 

to

to

10.7 + 15 = 25.7 mm (Beam

head

flange + Beam

head

flange radius)

 

Fy

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.25b

AISC 360-16 J10-3

Rn / Ω

 

Required

Ready

Available

Rate

Check

Control

Result

73.288 kN

100

,

.207 kN

0.

731

732

√

Beam

...

Web Crippling

tw

7.1 mm

 

tf

tf

10.7 mm

 

lb

25.7 mm

 

d

300 mm

 

IS

E

205939650 kN/m2

 

Fy

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.26b

AISC 360-16 J10-5a

 

 

Rn / Ω

 

Required

Ready

Available

Rate

Check

Control

Result

73.288 kN

98.138 kN

0.747

√

Angle

...

Shear Yield

Ag

 

Fy

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.17

AISC 360-16 J4-3

Rn / Ω

 

Required

Ready

Available

Rate

Check

Control

Required

Ready

Rate

Control

Result

73.288 kN

141

,

.215 kN

0.519

√

Weld Strength at Support

...

Fe

Fe

480000 kN/m2

in

w

11.315 mm

Fu

Fu

362.846  N/mm2

l

110 mm

is

e

60mm

Rn

Rn

Rn / Ω

Required

Ready

Available

Rate

Check

Control

Result

73.288 kN

74.06 kN

0.990

√