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Re:CALCULATION OF PLANE TRUSSES.zip (1 viewing) (1) Guest
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TOPIC: Re:CALCULATION OF PLANE TRUSSES.zip
#932
JohnDoyle (Admin)
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Gender: Male MoreVision Location: LEEDS, WEST YORKSHIRE, UK Birthdate: 1965-02-24
CALCULATION OF PLANE TRUSSES.zip 7 Months ago Karma: 470  
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CALCULATION OF PLANE TRUSSES.zip

This is very useful calculation by kbill. kbill is a Spanish speaking Argentinian so you may find the babelfish translation site useful. I am sure that kbill will be pleased to receive any comments particular to clarify the translation of instructions to English.
 
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Last Edit: 2008/01/29 19:15 By JohnDoyle.
 
Talk to me about training.
Talk to me about engineering consultancy work and finite element analysis.
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kbill (User)
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CALCULATION OF PLANE TRUSSES.zip Update V1.1 5 Months, 1 Week ago Karma: 0  
Update to version 1.1
I send a small correction that I made to the book excel
In the graphics routine it made the error of confusing a fixed support with one motive unless had non null forces in the sense x as y. Changing the variable to evaluate solved the problem.

I WOULD LIKE THAT SOMEBODY CONTRIBUTES SOME IDEAS TO HELP IMPROVE THESE CODES.
 
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jacky89 (User)
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Re:CALCULATION OF PLANE TRUSSES.zip 4 Months ago Karma: 0  
One good idea would be to translate your spreadsheet into English so we all can use it.

Your spreadsheet looks very good by the way.
 
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#1096
kbill (User)
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upgraded to version 1.2 2 Months, 3 Weeks ago Karma: 0  
IN MY PREVIOUS DELIVERY HE/SHE HAD EXPLAINED TO HIM THAT I BELIEVE THAT IT WOULD BE UNDERSTANDABLE MA IF THE RESTRICTIONS WERE INTRODUCED OF I LINK BY MEANS OF USERFORMS

I HAVE BEEN WORKING IN IT AND ALSO IN THE INTRODUCTION OF DATA OF KNOTS AND BARS BY MEANS OF USERFORMS AND IN IMPROVING THE ONE CENTERED OF THE DRAWINGS IN THE FILES DXF

I ADD SEVERAL CASES THAT HAS NOT BEEN POSSIBLE TO SOLVE WITH THE LEAF OF I CALCULATE PREVIOUS AND SOME NEW EXAMPLES, AMONG WHICH THERE IS A CURIOUS CASE: THE BRIDGE HELL DE PENNSYLVANIA

NOBODY SEEKS TO CALCULATE A STRUCTURE OF THIS SPAN WITH SO MUCH SIMPLIFICATION, IT IS ALONE AN ACADEMIC EXAMPLE THAT SHOWS THE EASY THING THAT IT IS THE USE OF THIS TOOL: THEN OF INTRODUCING THE ALONE DATA WE HAVE TO PRESS SOME BELLBOYS AND TO WAIT SOME SECONDS

I SUPPOSE THAT HE/SHE WILL HAVE TO REPLACE THEM IN THEIR IT PAGINATES. I APOLOGIZE HIM A THOUSAND FOR THE NUISANCES, ALTHOUGH I BELIEVE THAT IT HAD ALREADY CLARIFIED HIM THAT IT SENT THE CODES MACRO DESPROTEGIDOS BECAUSE THEY WERE SUBJECT TO MODIFICATIONS


I WOULD LIKE THAT SOMEBODY CONTRIBUTION SOME IDEAS TO IMPROVE THESE CODES
 
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