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The required end plate thickness, tp, for four bolts stiffened end plate connection is checked according to AISC 358-16 §6.8
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 | √ |
...
The shear strength of connecting elements in shear is the minimum value obtained according to the limit states of shear yielding and shear rupture. Shear yielding is checked according to AISC 360-16.
Fyp | 235000 kN/m2 |
|
Ag |  | AISC 360-16 J4-3 |
dm | 394.154 mm |
|
Mreq | 119.655 kNm |
|
Nreq | -27.504 kN |
|
Rreq |  |
|
Rn |  |
|
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
289.822 kN | 1776.6 kN | 0.163 | √ |
...
The shear strength of connecting elements in shear is the minimum value obtained according to the limit states of shear yielding and shear rupture. Shear rupture is checked according to AISC 360-16.
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 |
|---|---|---|---|
289.822 kN | 1477.44 kN | 0.196 | √ |
Bolt Shear at Support
The calculation is made using the Elastic method, one of the methods selected in the steel analysis settings tab. For the details of this check, AISC Manual 14th 7-8 is used as a reference. In this check, the operation is performed on half of the symmetry axis and is calculated to form a force pair with the required force.
Ab |  |
|
Fnv |  |
|
Rn |  | AISC 360-16 J3-1 |
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
5.313 kN | 610,725 kN | 0.009 | √ |
Bolt Bearing on End Plate
Bearing strength limit states of the connection plate that are “shear tear out” and “ovalization of bolt hole” for both end and inner bolts are checked according to AISC 360-16.
dh | 24+3=27 mm |
|
Lc,edge |  |
|
Rn |  | AISC 360-16 J3-6a |
Rn-edge |  |
|
Lc,spacing |  |
|
Rn-spacing |  |
|
Rn |  |
|
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
5.313 kN | 1672.2kN | 0.003 | √ |
Weld Size
...
The required end weld sizeis checked according to AISC DG-4.
Fyp | 235000 kN/m2 | AISC DG-4-2 nd 2.1.7 |
tbw | 9 mm |
|
Fe | 480000 kN/m2 |
|
w |  |
Required | Available | Ratio | Control |
|---|---|---|---|
3.97 mm | 8.487 mm | 0.468 | √ |
Weld Strength
...
The required end weld strength is checked according to AISC DG-4.
w | 8.487 mm |
|
FE | 480 N/mm2 |
|
le | 190.193 mm |
|
Rn |  | AISC DG-4-2 nd 2.1.8 |
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
5.313 kN | 492.981 kN | 0.011 | √ |
...