Bolted Joint Calculator
Structural Analysis & Capacity Verification
Design Code & Method
Bolt & Material Selection
Applied Demands & Plate Info
Structural Design Status
PASS - Adequate Capacity
Max Utilization Ratio
38.4%
Shear Capacity
0.00
Util:
0%
Tensile Capacity
0.00
Util:
0%
Bearing Capacity
0.00
Util:
0%
Buckling / Comp.
0.00
Util:
0%
Combined Tension & Shear Interaction Diagram
Interaction: 0.28Detailed Calculation Steps & Verification
1. Geometric Properties & Tightening Torque
Stress Area $A_s$: --
Proof Load $F_p$: --
Est. Tightening Torque $T$: --
Slenderness Ratio $\lambda = kL/r$: --
2. Tensile Capacity Check
Nominal Tensile Strength $R_{nt} = F_n \times A_s$
Allowable/Factored $R_t$: --
Demand $T$: --
3. Shear Capacity Check
Nominal Shear Strength $R_{nv} = F_{nv} \times A_b \times n$
Allowable/Factored $R_v$: --
Demand $V$: --
4. Bearing Capacity Check on Connected Plate
$R_n = 2.4 \times d \times t \times F_u$
Allowable/Factored $R_{bearing}$: --
Ratio: --
5. Combined Tension & Shear Interaction
Ellipse/Linear Formula: $(V/R_v)^2 + (T/R_t)^2 \le 1.0$
Interaction Value: --
Limit: 1.00
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