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The nominal and design strength of the weld is checked according to AISC 360-16.
Lwı | 760 mm | AISC 360-16 J2.4(c) |
Lwt | 210 mm |
|
Fe | 490 N/mm2 |
|
Rnwl |  |
|
Rnwt |  |
|
Rnw |  |
|
w | 11.315 mm |
|
Fu-plate | 360 N/mm2 |
|
Fu flange | 360 N/mm2 |
|
tp | 16 mm |
|
tf | 17.2 mm |
|
RnBM |
 |
|
Rn |  |
|
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
505.682 kN | 1140.426 kN | 0.296 | √ |
Flange Plate Tension Yield
The limit state of tension plate yield is checked according to AISC 360-16.
Ag |  |
|
Fy | 275 N/mm2 |
|
Rn |  | AISC 360-16 (J4-1) |
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
505.682 kN | 1108.8 kN | 0.456 | √ |
Flange Plate Tension Rupture
The limit state of the flange plate tension rupture is checked according to AISC 360-16.
An |  |
|
Ae |  |
|
Fu | 410 N/mm2 |
|
U | 1.00 |
|
Rn |  | AISC 360-16 (J4-2) |
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
505.682 kN | 1377.6 kN | 0.367 | √ |
Flange Plate Block Shear
The block shear limit state is checked according to AISC 360-16.
Ag |  |
|
Anv |  |
|
Ant |  |
|
Fy | 275 N/mm2 |
|
Fu | 410 N/mm2 |
|
Ubs | 1.0 |
|
|  |
|
Rn |  | AISC 360-16 (J4-5) |
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
505.682 kN | 2538 kN | 0.199 | √ |
Flange Plate Compression Yield
The limit state of compression plate yield is checked according to AISC 360-16.
K | 0.65 |
|
L | 20 mm |
|
r | 4.619 mm |
|
KL / r | 2.81 |
|
F y | 275 N/mm2 |
|
A g | |
|
Rn | | AISC 360-16 (J4-6) |
ΦRn | |
|
Required | Available | Ratio | Control |
|---|---|---|---|
505.682 kN | 1108.8 kN | 0.456 | √ |
Shear Plate to Column Flange Weld Strength
The nominal and design strength of the weld is checked according to AISC 360-16
w | 11.315 mm |
FE | 490 N/mm2 |
l | 260 mm |
e | 117.5 mm |
Rn |  |
ΦRn |  |
Required | Available | Ratio | Control |
|---|---|---|---|
135.975 kN | 498.69 kN | 0.273 | √ |
Shear Plate to Beam Web Weld Strength
The nominal and design strength of the weld is checked according to AISC 360-16
Fe | 490000 kN/m2 | |
w | 11.315 mm | |
Fu | 360 N/mm2 | |
t | 11.1 mm | |
R nw |  | |
RnBM |  | AISC Manual 14th 8-12 |
Rn |  | |
ΦRn | 
|
Required | Available | Ratio | Control |
|---|---|---|---|
579.254 kN/m | 1764 kN/m | 0.328 | √ |
Web Plate Shear Yield
The nominal and design yield strength of the web plate is checked according to AISC 360-16
Ag |  |
|
F y | 275 N/mm2 |
|
Rn |  | AISC 360-16 J4-3 |
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
135.975 kN | 429 kN | 0.317 | √ |
Web Plate Shear Rupture
The limit state of the web plate shear rupture is checked according to AISC 360-16.
Anv |  |
|
Fu | 410 N/mm2 |
|
Rn |  | AISC 360-16 J4-3 |
ΦRn |  |
|
Required | Available | Ratio | Control |
|---|---|---|---|
135.975 kN | 372.69 kN | 0.365 | √ |
Web Plate Flexural Yield
The limit state of the web plate shear yield is checked according to AISC 360-16.
dp | 260 mm |
Fy | 275 N/mm2 |
tp | 10 mm |
a | 117.5 mm |
Rn |  |
ΦRn |  |
Required | Available | Ratio | Control |
|---|---|---|---|
135.975 kN | 273.948 kN | 0.496 | √ |
Column Panel Zone Shear
The panel zone shear limit statefor the bolted flange plate connection is checked according to AISC 360-16.
Pr | 1621.397 kN | AISC 360-16 J10-9 |
Py |  |
|
Fy | 275000 kN/m2 |
|
Ag | 28634.759 mm2 |
|
dc | 650 mm |
|
tw | 16 mm |
|
Rn |  |
|
ΦRn |  |
|
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