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Stress in a plate due to a point load.xls
 
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Description:


Purpose of calculation: Calculate plate bending stress when subject to a point load.
Calculation Reference: First principles

Calculation Reference
Peterson's Stress Concentration
Juvinal Design

Submitted By:
John Doyle (JohnDoyle[Admin])
Submitted On:
28 Apr 2009
File Size:
44.00 Kb
Downloads:
261
File Version:
1.0
File Author:
John Doyle
Rating:
Total Votes:2
Comments: 4
JohnDoyle[Admin] 10 years ago
This is just a simple calculation taken from a old British Rail Design Manual. I encoded in to Excel just to show it just to show Bombardier what can be done with XLC (Bombardier are the inheritors of the old British Rail Works). I am afraid I did not think much about the content. Its a pretty basic calculation. Here are some more interesting calculations taken from the British Rail Design Manual:
[url=/repository/strength/structural-details/semicircular-tension-fitting.xls/]semicircular-tension-fitting.xls[/url]
[url=/repository/strength/structural-details/angle-type-tension-fitting.xls/]angle-type-tension-fitting.xls[/url]
[url=/repository/strength/structural-details/channel-type-tension-fitting.xls/]channel-type-tension-fitting.xls[/url]
[url=/repository/xlc-pro/pin-and-lug-%11-static-and-fatigue.xls/]pin-and-lug-%11-static-and-fatigue.xls[/url]
I am working up an interesting fatigue calculation from the manual too (watch this space). I hope they help to persuade rolling stock companies take out corporate subscriptions.
abbottaerospace 10 years ago
Thanks.
abbottaerospace 10 years ago
Thanks.
JohnDoyle[Admin] 10 years ago
I would suggest that the yield line would be different and not located at the support. I would suggest the yield line would wrap around the point load hence you would need to define this length. I would suggest a length of something more like total plate width*2, limited to pie*L. I referance you to yield line behavior for base plates of steel columns. Can send you more info if you please.

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