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MITCalc - Torsion Springs |
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DOWNLOAD NOW  |
| Description: |
| Geometric and strength designs of spiral cylindrical torsion springs loaded with static or cyclic loading. Application
supports Imperial and Metric units, is based on ANSI, ISO, DIN standards and support many 2D and 3D CAD
systems. |
| Full description: |
| The calculation is intended for the purposes of geometric and strength designs of spiral cylindrical torsion springs
made of wires and rods in circular sections, cold formed, loaded with a static or cyclic loading. Application is
developed in MS Excel, is multi-language and supports Imperial and Metric units and solves the following main
tasks:
- Automatic design of the spring.
- Selection of the optimal design of the spring with respect to strength, geometry and weight.
- Static and dynamic strength tests.
- Support for Cold formed springs and Hot formed springs
- Calculation of the working forces of a spring with known production and mounting dimensions.
- Calculation of mounting dimensions for known spring loading and production parameters.
- The application includes a table of commonly used spring materials according to ISO, ASTM/SAE, DIN, BS, JIS
and others.
- Support of 2D CAD (AutoCAD, AutoCAD LT, IntelliCAD, Ashlar Graphite, TurboCAD) and 3D CAD in full
calculation package (Autodesk Inventor, SolidWorks, SolidEdge, Pro/E).
The calculation is based on data, procedures and algorithms from specialized literature and the standards EN
13906-2, and DIN 2088.This module is a part of MITCalc - Mechanical and Technical Calculation Package for
gear, belt and chain drives, springs, beam, shaft, bolt connection, shaft connection, tolerances and many others. |
| Author: |
MITCalc |
| The moderator's vote: |
No
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| Rate from users: |
No
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| Jumps to the site: | 182 |
| Release Date: | 16-09-2008 |
| Price,USD: | 27 |
| Size(Kb): | 1717 |
| Version: | 1.16 |
| System_Requirements: | Microsoft Excel (2000, XP,2007...) |
| Office Type: |
MS Office
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| License/Price: |
$20..$50
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| Office Application: |
Excel/Calc
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| Comments: |
| No comments |
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