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GEOMETRY CHECKS
Horizontal Edge Distance
Leh ≥ Le- min | ÇYTHYEDY 13.3.7 AISC 360-16 J3.4 |
|
|
Leh | 55 mm | Leh ≥ 2d = 2 * 24 = 48 mm conformity check for application | √ |
Le- min | 32 30 mm | Minimum distance check according to Table 13J3. 94 | √ |
Vertical Edge Distance
Lev ≥ Le- min | ÇYTHYEDY 13.3.7 AISC 360-16 J3.4 |
|
|
Lev | 51. 515519 mm | L eh ≥ 2d = 2 * 24 = 48 mm conformity check for application | √ |
Le- min | 32 mm | Minimum distance check according to Table 13J3. 94 | √ |
Welding
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Size 1
a ≥ a min | ÇYTHYEDY 13.3.7 AISC 360-16 J2.4 |
|
|
a | 6 8.487 mm |
| √ |
a min | 3. 5 mm | Table 13J2.4 | √ |
Strength Controls
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STRENGTH CHECKS
Bolt Tension at Support
Ft | 750000 kN/m2 |
|
Ab |  | AISC DG-4-2 nd 3.7 |
Pt |  |
|
h0 |  |
|
| x h1 | 314.368 mm |
|
dm | 393.235 mm |
|
Mreq | 40.179 kNm |
|
Nreq |
|
|
Rreq |  |
|
Rn |  |
|
ΦRn |  |
|
Required | Ready Available | Rate Ratio | Control |
|---|---|---|---|
| 93 289. 899822 kN | 1017.876 kN | 0. 092285 | √ |
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End Plate Thickness
Ab | |
|
Pt | |
|
Mn |  | AISC 358-16 (6.8-5) |
Fyp | 235346 235000 kN/m2 |
|
Yp | 2510 2517. 75347 mm |
|
tp |  |
|
Required | Ready Available | Rate Ratio | Control |
|---|---|---|---|
28. 903921 mm | 30 mm | 0. 963964 | √ |
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End Plate Shear
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Yield
Fyp | 235359 235000 kN/m2 |
|
Ag |  ÇYTHYEDY 13.17 | AISC 360-16 J4-3 |
dm | 393 394. 235154 mm |
|
Mreq | 40.179 kNm |
|
Nreq | 16 -27. 552504 kN |
|
Rreq | |
|
Rn |  |
|
ΦRn |  |
|
Required | Ready Available | Rate Ratio | Control |
|---|---|---|---|
93.899 kN | 1779.31 kN | 0.053 | √ |
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End Plate Shear
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Rupture
Fu | 362846 360000 kN/m2 | To |
| u An |  ÇYTHYEDY 13.18 | AISC 360-16 J4-4 |
dm | 393 394. 235154 mm |
|
Mreq | 40 119. 179655 kNm |
|
Nreq | 16 -27. 552504 kN |
|
Rreq | |
|
Rn |  |
|
ΦRn |  |
|
Required | Ready Available | Rate Ratio | Control |
|---|---|---|---|
93.899 kN | 1508.714 kN | 0.062 | √ |
Slip on Support Bolt
A b |  |
|
Fnv |  |
|
Rn |  | ÇYTHYEDY 13.10b |
ΦRn |  |
|
Required | Ready Available | Rate 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 | Ready Available | Rate 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 | Ready Available | Rate 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 | Ready Available | Rate Ratio | Control |
|---|---|---|---|
1,058 kN | 491.8 kN | 0.002 | √ |