End Plate Shear Connection with AISC 360-16
End Plate Shear Connection with AISC 360-16 is explained in detail under this title.
Connection Geometry



Geometry Checks
Bolt Spacing
smin ≥ 3d | AISC 360-16 J3.3 |
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|
s | 60 mm |
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d | 20 mm | s =60 mm > smin = 3*16=48 mm | √ |
Horizontal Edge Distance
Leh ≥ Le- min | AISC 360-16 J3.4 |
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|
Leh | 40 mm | Leh ≥ 2d = 2 * 16 = 32 mm conformity check for application | √ |
Le- min | 22 mm | Minimum distance check according to Table J3.4 | √ |
Vertical Edge Distance
Lev ≥ L e- min | AISC 360-16 J3.4 |
|
|
Lev | 45 mm | Lev ≥ 2d = 2 * 16 = 32 mm conformity check for application | √ |
Le- min | 22 mm | Minimum distance check according to Table J3.4 | √ |
Welding Thickness
w ≥ wmin | AISC 360-16 Table J2.4 |
|
|
w | 7.072mm |
| √ |
wmin | 5 mm | Table J2.4 | √ |
Erection Stability
L ≥ hb / 2 |
|
| |
L | 150 mm |
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hb | 190.4 mm | L=150 > 190.4/2=95.2 mm | √ |
Strength Checks
Bolt Shear at Support
Ab | ![]() |
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Fnv | ![]() |
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Rn | ![]() | AISC 360-16 J3-1 |
R n / Ω | ![]() |
|
Required | Available | Check | Result |
---|---|---|---|
31.564 kN | 144.765 kN | 0.218 | √ |
Bolt Bearing on Support
dh | 16+2=18 mm |
|
Rn | ![]() | AISC 360-16 J3-6a |
Lc,spacing | ![]() |
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Rn-spacing | ![]() |
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Rn / Ω | ![]() |
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Required | Available | Check | Result |
---|---|---|---|
31.564 kN | 197,853 kN | 0.160 | √ |
Bolt Bearing on Plate
dh | 16+2=18 mm |
|
Lc,edge | ![]() |
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Rn | ![]() | AISC 360-16 J3-6a |
Rn-edge | ![]() |
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Lc,spacing | ![]() |
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Rn-spacing | ![]() |
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Rn | ![]() |
|
Rn / Ω | ![]() |
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Required | Available | Check | Result |
---|---|---|---|
31.564 kN | 334,399 kN | 0.094 | √ |
Beam Shear Yield
Ag | ![]() |
|
Fy | 235.359 N/mm2 |
|
Rn | ![]() | AISC 360-16 J4-3 |
Rn / Ω | ![]() |
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Required | Available | Check | Result |
---|---|---|---|
31.564 kN | 122.166 kN | 0.258 | √ |
Plate Shear Yield
Ag | ![]() |
|
Fy | 235.359 N/mm2 |
|
Rn | ![]() | AISC 360-16 J4-3 |
Rn / Ω | ![]() |
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Required | Available | Check | Result |
---|---|---|---|
31.564 kN | 338.77 kN | 0.093 | √ |
Plate Shear Rupture
Anv | ![]() |
|
Fu | 362.846 N/mm2 |
|
Rn | ![]() | AISC 360-16 J4-4 |
Rn / Ω | ![]() |
|
Required | Available | Check | Result |
---|---|---|---|
31.564 kN | 287,374 kN | 0.110 | √ |
Plate Block Shear Rupture
Ag | ![]() |
|
Anv | ![]() |
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Ant | ![]() |
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Fy | 235.359 N/mm2 |
|
Fu | 362.846 N/mm2 |
|
Ubs | 1.0 |
|
| ![]() |
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Rn | ![]() | AISC 360-16 J4-5 |
Rn / Ω | ![]() |
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Required | Available | Check | Result |
---|---|---|---|
31.564 kN | 308.556 kN | 0.102 | √ |
Welding Strength
Fe | 480000 kN/m2 |
w | 7.07 mm |
Fu | 362.846 N/mm2 |
t | 6.2 mm |
l | 135.856 mm |
Rnw | ![]() |
RnBM | ![]() |
Rn | ![]() |
Rn / Ω | ![]() |
Required | Available | Check | Result |
---|---|---|---|
31.564 kN | 91.688 kN | 0.344 | √ |
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