Joint Geometry
Geometry Control
Horizontal Edge Distance
L eh ≥ L e- min | ÇYTHYEDY 13.3.7 |
|
|
L eh | 55 mm | L eh ≥ 2d = 2 * 24 = 48 mm conformity check for application | √ |
L e- min | 32 mm | Minimum distance check according to Table 13.9 | √ |
Vertical Edge Distance
L ev ≥ L e- min | ÇYTHYEDY 13.3.7 |
|
|
L ev | 51.515 mm | L eh ≥ 2d = 2 * 24 = 48 mm conformity check for application | √ |
L e- min | 32 mm | Minimum distance check according to Table 13.9 | √ |
Welding Thickness 1
a ≥ a min | ÇYTHYEDY 13.3.7 |
|
|
a | 6 mm |
| √ |
a min | 3.5 mm | Table 13.4 | √ |
Strength Controls
Pulling on the Support Bolt
F t | 750000 kN/m2 |
|
A b | AISC DG-4-2 nd 3.7 | |
P t |
| |
h 0 |
| |
x 1 | 314.368 mm |
|
dm | 393.235 mm |
|
M req | 40.179 kNm |
|
N req |
|
|
R req |
| |
Rn |
| |
ΦRn |
|
Required | Ready | Rate | Control |
---|---|---|---|
93.899 kN | 1017.876 kN | 0.092 | √ |
Forehead Plate Thickness
A b |
| |
P t |
| |
M n | AISC 358-16 (6.8-5) | |
F yp | 235346 kN/m2 |
|
Y p | 2510.75 mm |
|
t p |
|
Required | Ready | Rate | Control |
---|---|---|---|
28.903 mm | 30 mm | 0.963 | √ |
Forehead Plate Shear Flow
F yp | 235359 kN/m2 |
|
A g | ÇYTHYEDY 13.17 | |
dm | 393.235 mm |
|
M req | 40.179 kNm |
|
N req | 16.552 kN |
|
R req |
| |
Rn |
| |
ΦRn |
|
Required | Ready | Rate | Control |
---|---|---|---|
93.899 kN | 1779.31 kN | 0.053 | √ |
Forehead Plate Shear Fracture
F u | 362846 kN/m2 |
|
To u | ÇYTHYEDY 13.18 | |
dm | 393.235 mm |
|
M req | 40.179 kNm |
|
N req | 16.552 kN |
|
R req |
| |
Rn |
| |
ΦRn |
|
Required | Ready | Rate | Control |
---|---|---|---|
93.899 kN | 1508.714 kN | 0.062 | √ |
Slip on Support Bolt
A b |
| |
Fnv |
| |
Rn | ÇYTHYEDY 13.10b | |
ΦRn |
|
Required | Ready | Rate | Control |
---|---|---|---|
1,058 kN | 610,725 kN | 0.002 | √ |
Bolt Hole Crushing in Forehead Plate
d h | 24+2=26 mm |
|
Lc,edge |
| |
Rn | ÇYTHYEDY 13.3.13 Equation 13.14a and13.14b | |
Rn-edge |
| |
Lc,spacing |
| |
Rn-spacing |
| |
Rn |
| |
ΦRn |
|
Required | Ready | Rate | Control |
---|---|---|---|
1,058 kN | 1695.14 kN | 0.001 | √ |
Welding Thickness 1
F yp | 235359 kN/m2 | AISC DG-4-2 nd 2.1.7 |
tbw | 9 mm |
|
F e | 480000 kN/m2 |
|
in |
Required | Ready | Rate | Control |
---|---|---|---|
3.976 mm | 8.487 mm | 0.469 | √ |
Welding Strength 1
in | 8.487 mm |
|
F E | 480 N/mm2 |
|
the e | 189.75 mm |
|
Rn | AISC DG-4-2 nd 2.1.8 | |
R n / Ω |
|
Required | Ready | Rate | Control |
---|---|---|---|
1,058 kN | 491.8 kN | 0.002 | √ |