AISC 360-22 · J3 · Bolt Shear / Tension / Bearing / Tearout / Slip / Block Shear
Bolted Connection Checks
Inputs
Project Information
Cover sheetMaterial Properties
Chapter ABolt Configuration
Bolt geometry & materialPlate Geometry
Connecting element geometrySlip Configuration
Slip-critical parametersDesign Loads
Factored / service loadsBolt Shear
J3.7 · Eq. J3-1Ab = π/4 · d²
0.4418 in²
Fnv (N)
54.0 ksi
rn = Fnv · Ab
23.86 kips
J3.7 · J3-1
Bolt Shear (Group)
Demand
40.00 kips
Capacity
71.57 kips
D/C Ratio
0.559
0.559
Bolt Shear — Section J3.7 / Eq. J3-1
Bolt Tension
J3.7 · Eq. J3-1Fnt (Table J3.2)
90.0 ksi
rn = Fnt · Ab
39.76 kips
J3.7 · J3-1
Bolt Tension (Group)
Demand
0.00 kips
Capacity
119.28 kips
D/C Ratio
0.000
0.000
Combined Tension + Shear
J3.8 · Eq. J3-3a/bVrb = Vu/n
10.00 kips
frv = Vrb/Ab
22.64 ksi
0.30·φFnv
12.15 ksi
Interaction
Not required
F'nt
66.70 ksi
J3.8 · J3-3a/b
Combined Tension + Shear
Demand
0.00 kips
Capacity
88.40 kips
D/C Ratio
0.000
0.000
Combined T + V — Eq. J3-3
Bearing & Tearout
J3.11 · Eq. J3-6dh
0.8125 in
Rn,brg = 2.4·d·t·Fu
58.50 kips
lc1 = Le − dh/2
0.8438 in
Rn,to,edge = 1.2·lc1·t·Fu
32.91 kips
lc2 = s − dh
2.1875 in
Rn,to,int = 1.2·lc2·t·Fu
85.31 kips
J3.11 · J3-6a/b/c/d
Bearing / Tearout (Group)
Demand
40.00 kips
Capacity
137.11 kips
D/C Ratio
0.292
0.292
Bearing — Eq. J3-6a/b
Tearout — Eq. J3-6c/d
Slip-Critical
J3.9 · Eq. J3-4μ (Class A)
0.30
Tb (Table J3.1)
28.0 kips
Rn = μ·Du·hf·Tb·ns
9.49 kips/bolt
ksc (Eq. J3-5)
1.000
J3.9(a) · J3-4
Slip Resistance
Demand
40.00 kips
Capacity
37.97 kips
D/C Ratio
1.054
1.054
Slip Failure — Eq. J3-4
Block Shear
J4.3 · Eq. J4-5Agv
4.250 in²
Anv
3.031 in²
Agt
1.500 in²
Ant
1.094 in²
Rn = min(...)
189.31 kips
J4.3 · J4-5
Block Shear Rupture
Demand
40.00 kips
Capacity
141.98 kips
D/C Ratio
0.282
0.282
Block Shear — Eq. J4-5