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support forces by case study
29-02-2012, 02:36 PM,
support forces by case study
See figure below, no top load, between node 890 and node 894 is linked by a "weak"
Aim: To obtain forces and moments at support point muur 2 – node 890 and at point muur 3 – node 891

The orientation and value are quite different if i compare these three tables, they are all using locale element coordinate systeem, which value is actually the force and moment at the support punt?

Messages In This Thread
support forces by case study - by peipei - 29-02-2012, 02:36 PM
RE: support forces by case study - by peipei - 05-04-2013, 04:20 PM

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