THREAD DESIGNER · TD AXIOM

B1 example project
software results excerpt

The saved example shows how the inputs, assembly preload and applicable checks relate.

Development version example · draft preview of calculation book
software computation execution statuscompleted
software engineering decisionthrough
Control verification / coefficientR8 / 1.1472767
Summary range for this page

This technical extract presents saved results from the B1 example in TD Axiom. The values match the original software report, and the web page does not rerun the solver. The report was generated on 2026-10-10 at 10:17:37 (UTC+08:00). Its status is “Draft (not for formal release)” because a required engineering drawing is missing.

1. Main inputs

engineering quantitycurrent inputcorresponding meaning
bolt specificationsM12 × 1.75Nominal diameter 12 mm, pitch 1.75 mm
Bolt performance grade10.9Strength input: Rm = 1040 MPa, Rp0.2 = 940 MPa
Bolt elastic modulus205000 MPaMaterial calculation input
clamping length42 mmconnection geometry input
Thread Stress Cross-sectional Area84.266368 mm²computing input
Maximum axial working load24946.209 NFatigue load range: 0 ~ 24946.209 N
Maximum lateral working load0 NR12 lateral load transfer verification is not applicable for this operating condition.
Minimum thread / support surface friction coefficient0.10 / 0.10Friction coefficient used in assembly calculation
tightening coefficient1.8Assembly calculation input
Existing total engagement length18 mmCompare with the total engagement length required for calculation

2. Assembly and working load results

stepresult quantitysoftware saved value
R5Minimum required assembly preload26968.199 N
R6estimated maximum assembly preload48542.758 N
R7allowable assembly preload64800 N
R4Preload loss caused by embedding2414.241 N
R3.4Load factor Φ used in this result0.055810141
R8Maximum additional bolt axial load1392.251446 N
R13Allow tightening torque corresponding to the preload108 N·m (this value is selected from the table)
Verification Status of R8 and R10

this software report is based onAllow for preloading of 64800 N.for the operating limit check. Adding the maximum additional bolt load of 1392.251446 N gives a maximum axial bolt force of 66192.25145 N. The operating equivalent stress of 819.33152 MPa and bearing face pressure of 594.55797 MPa apply to that check. They cannot be read as the stress or pressure at the estimated maximum assembly preload of 48542.758 N.

3. Applicable safety and function checks

stepverification contentactual valuerequirement / allowable valueSafety / Margin coefficientsoftware determination
R7assembly preload48542.758 N≤ 64800 N1.3349056through
R8Working state reduced stress819.33152 MPa≤ 940 MPa1.1472767through
R9Fatigue Stress Range8.261015 MPa≤ 48.875 MPa5.9163432through
R10supporting surface pressure594.55797 MPa≤ 1300 MPa2.1864983through
R11total engagement length18 mm≥ 12.706832 mm1.4165608through
R12lateral load transfer0 NNot applicable for this operating condition—not applicable

All factors are from the saved software results. R11 compares the available total engagement length with the required total engagement length. R12 does not govern overall verification because this load case has no transverse load. R8 is the governing applicable check.

4. Scope of the results

These results apply to the materials, geometry, contact, loads, tightening method and calculation branch used in this example. Run the checks with the inputs for the actual project and review the full calculation report. The interactive friction coefficient and external load examples on the site are separate demonstrations and do not change the saved B1 results.

This page is a technical extract of calculation inputs and results. The original report requires the missing engineering drawing and a review before formal release.