FEAP User Forum
FEAP => Input File Issues => Topic started by: Son_new on March 16, 2013, 03:09:51 PM
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Dear All,
I have the following input file given at the attachment, but no matter what I tried Feap doesn't conform with correct results given below.
Node 2 and 3 are only not restrained nodes where I'm expecting the displacement.
Does anybody can help me to spot what am I doing wrong ?
Correct results
Node: 2= 0.3378E-01 0.1735E+00 -0.1812E-01 -0.5156E-01 0.6714E-02 0.2317E-01
Node 3= 0.5323E-01 0.4724E+00 -0.3444E-01 -0.8187E-01 0.4325E-02 0.2459E-01
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Your file does not even run. You have not defined a reference vector for the cross-section.
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Dear Feap_Admin,
Can you give me any sample input file for frames, if possible including the modal analysis ?
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What is wrong with the file Prof. Taylor provided the last time you asked this question?
http://feap.berkeley.edu/forum/index.php?topic=185.0
http://feap.berkeley.edu/forum/index.php?topic=185.msg674#msg674