More Plate Bending

Rating:
6

Description


ADDED MORE BOUNDARY CONDTIONS

PLATE BENDING - VARIOUS CONDITIONS - REFERENCE - NASA STRUCTURAL MANUAL, WILLIAM.GRIFFEL, HANDBOOK OF STRESS AND STRAIN AND ROARK
Cases Included

  • 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
  • "SMALL DEFLECTION 3 EGDES SIMPLY SUPPORTED ONE EDGE FREE WITH UNIFORMLY DISTRIBUTED LOADED PLATE"
  • "Uniform over small concentric circle of radius ro "
  • "Rectangular plate, all edges fixed"
  • ALL EDGES FIXED, CENTRAL COUPLE, TRUNNION LOADING
  • ALL EDGES SIMPLY SUPPORTED, CENTRAL COUPLE, TRUNNION LOADING
  • SIMPLY SUPPORTED UNIFORMLY DISTRIBUTED LOADED PLATES WITH AXIAL TENSILE LOAD
  • "Rectangular plate; three edges simply supported, one short edge (b) fixed"
  • "Two adjacent edges fixed, two remaining edges free - UNIFORMLY DISTRIBUTED LOAD"
  • "Rectangular plate; three edges fixed, one edge (a) free - UNIFORMLY DISTRIBUTED LOAD"

Calculation Reference
NASA STRUCTURAL MANUAL
STRESS AND STRAIN
PLATE BENDING

Calculation Preview

Uploaded
25 May 2011
Last Modified
26 May 2011
File Size:
266.50 Kb
Downloads:
261
File Version:
1.0
File Author:
Rahul
Rating:
6

 
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Comments: 3
rahulmenon 9 years ago
The reference documents are cited as NASA STRUCTURAL MANUAL, WILLIAM GRIFFEL and HANDBOOK OF STRESS AND STRAIN BY ROARK. You may find the NASA document online at one of the NASA sites and Roark is available from any good book store.
rahulmenon 9 years ago
Hi. Can you provide me with the reference of the resource that you used for the trunnion loading of the rectangular plates? I need to note the reference for what I am using it for.
Thanks
Dennis
JohnDoyle[Admin] 13 years ago
Thanks Rahul another great calculation. I was reluctant to update your other plate bending calculation because it contained some useful graphics so I have left this as a separate repository item. I see you are moving up the Top Authors List. Thanks again for all your work on behalf of the site.