Bending of plates
 

Description:

Plate bending solutions for most of the boundary conditions covered by Timoshenko, Walter Pilkey and Roark.

• SMALL DEFLECTION OF SIMPLY SUPPORTED UNIFORMLY DISTRIBUTED LOADED PLATES
• SIMPLY SUPPORTED UNIFORMLY DISTRIBUTED LOADED PLATES WITH AXIAL TENSION LOAD
• SIMPLY SUPPORTED UNIFORMLY DISTRIBUTED LOADED PLATES WITH AXIAL COMPRESSIVE LOAD
• Rectangular plate; three edges simply supported, one short edge (b) fixed
• Uniform over small concentric circle of radius ro (ro>=0.5t)
• Rectangular plate, all edges fixed
• Rectangular plate; three edges fixed, one edge (a) free - UNIFORMLY DISTRIBUTED LOAD
• Two adjacent edges fixed, two remaining edges free - UNIFORMLY DISTRIBUTED LOAD
• SMALL DEFLECTION 3 EGDES SIMPLY SUPPORTED ONE EDGE FREE WITH UNIFORMLY DISTRIBUTED LOADED PLATE

Calculation Reference
Roark
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |
Pilkey
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |
Tomoshenko
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |

 

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Submitted On:

14 Apr 2010

Submitted By:

rahulmenon

File Date:

14 Apr 2010

File Version:

1.3

File Size:

857.50 Kb

File Type:

xls

XLC:

This download requires the XLC Add-in for Excel to be installed.

Downloads:

163

Rating:

Total Votes:8

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Comments  

 

#7 roymech1 2011-07-03 01:32

I have been using this to check simple equations on a webpage I have created. I notice that for a/b values of 4 the calculated values for alpha and beta do not agree with the tabled values to the right. Is it possible that the values do not equal the equations over set value. but simply flattten off.

 

 

#6 Bob Rowley 2010-09-25 14:19

My error, I did not scroll down sheet, sorry

 

 

#5 Bob Rowley 2010-09-25 14:08

The spreadsheet presented does not look like the one shown, no user inputs and the like

 

 

#4 Petrit 2010-04-22 21:51

The best thing are for the best people.

 

 

#3 rahulmenon 2010-04-22 17:53

birse, can you please send me the details of your problem in the site forum and I will try to help you. Follow the 'Forum Link' above.

 

 

#2 birse1976 2010-04-14 18:05

How can I change this to work for pipes of differing OD's and ID's constrained in a 3D Hole with an applied axial force?? Then use the bending analysis to calculate critical speeds based on an RPM range and friction factor... My head is totally fried looking into this problem

 

 

#1 JohnDoyle 2010-01-21 18:26

What a well presented calculation. Thank you Rahul.

 

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