This is a little 32 bit windows program to see what the reserve factors are in the heavily loaded bolts you're using are.
It's a tool I knocked up to speed writing stress reports at work, but it's simple enough to use as a design what-if tool, and may have wider application, which is why it's available for download on my website.
The program looks like this:
Program description page and download is available through the link.
The program input is on the left, output on the right. The program uses a table of British/ISO metric screw thread sizes, also standard materials used in bolts (plain grade 4.6, high tensile 8.8, cap heads 10.9 and several types of stainless) and permits you to specify the loads in Newton's, acceleration/duty factors in gravities as well as design factors. The results then are presented in the right half of the window. A reserve factor factor of less than 1 is highlighted in red as this is bad. The pdf help file suggests the acceleration/duty factors that may be sensible to consider. The bolt loads used in the input can be calculated by hand or in the bolt loads calculator that may be downloaded from my website. The help file also shows the formulae used to calculate the reserve factors to verify for yourself that it's telling the truth. The program can screenshot itself to provide an entry for a report should you need to keep one on record. (You won't believe how much time this saves a stress engineer with a 300 page report to compile, typically it can take 45 minutes to type up bolt calculations, and double check each line in them. This is a single button press and then a paste. Imagine this saving 50 times in a report…)
If you have materials not on the material list, or sizes not on the size list, both lists can be edited in accordance with the help file to add the new properties.
The program is in metric. Only metric. I wrote the program for use at work in a modern engineering business. Imperial units have not been used there for 30 years. I am not going to risk breaking the program/ reducing simplicity for obsolete measurement units.
Hope you find it useful. It has saved me hours since I wrote it earlier this year, and I wonder why I didn't do it years ago. I have had another stress engineer verify the output, so provided the input is correct, you can rely on the output.
Regards,
Richard.