Joint Geometry
GEOMETRY CHECKS
Horizontal Edge Distance
Leh ≥ Le- min | AISC 360-16 J3.4 |
|
|
Leh | 55 mm | Leh ≥ 2d = 2 * 24 = 48 mm conformity check for application | √ |
Le- min | 30 mm | Minimum distance check according to Table J3.4 | √ |
Vertical Edge Distance
Lev ≥ Le- min | AISC 360-16 J3.4 |
|
|
Lev | 51.519 mm | L eh ≥ 2d = 2 * 24 = 48 mm conformity check for application | √ |
Le- min | 32 mm | Minimum distance check according to Table J3.4 | √ |
Welding Size 1
a ≥ a min | AISC 360-16 J2.4 |
|
|
a | 8.487 mm |
| √ |
a min | 5 mm | Table J2.4 | √ |
STRENGTH CHECKS
Bolt Tension at Support
Ft | 750000 kN/m2 |
|
Ab | AISC DG-4-2 nd 3.7 | |
Pt |
| |
h0 |
| |
h1 | 314.368 mm |
|
dm | 393.235 mm |
|
Mreq | 40.179 kNm |
|
Nreq |
|
|
Rreq |
| |
Rn |
| |
ΦRn |
|
Required | Available | Ratio | Control |
---|---|---|---|
289.822 kN | 1017.876 kN | 0.285 | √ |
End Plate Thickness
Ab |
| |
Pt |
| |
Mn | AISC 358-16 (6.8-5) | |
Fyp | 235000 kN/m2 |
|
Yp | 2517.347 mm |
|
tp |
|
Required | Available | Ratio | Control |
---|---|---|---|
28.921 mm | 30 mm | 0.964 | √ |
End Plate Shear Yield
Fyp | 235000 kN/m2 |
|
Ag | AISC 360-16 J4-3 | |
dm | 394.154 mm |
|
Mreq | 40.179 kNm |
|
Nreq | -27.504 kN |
|
Rreq |
| |
Rn |
| |
ΦRn |
|
Required | Available | Ratio | Control |
---|---|---|---|
93.899 kN | 1779.31 kN | 0.053 | √ |
End Plate Shear Rupture
Fu | 360000 kN/m2 |
|
An | AISC 360-16 J4-4 | |
dm | 394.154 mm |
|
Mreq | 119.655 kNm |
|
Nreq | -27.504 kN |
|
Rreq |
| |
Rn |
| |
ΦRn |
|
Required | Available | Ratio | Control |
---|---|---|---|
93.899 kN | 1508.714 kN | 0.062 | √ |
Slip on Support Bolt
A b |
| |
Fnv |
| |
Rn | ÇYTHYEDY 13.10b | |
ΦRn |
|
Required | Available | Ratio | 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 | Available | Ratio | 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 | Available | Ratio | 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 | Available | Ratio | Control |
---|---|---|---|
1,058 kN | 491.8 kN | 0.002 | √ |