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06-15-2015
03:18 AM
Hello,
I have modelled a steel shear wall with: 1 panel for the wall , 2 slim panels representing the columns on each side and 2 slim panels representing the beams above and below the wall. I have done a spectral analysis and ive got the results.
In the first picture there is a description of my core wall 8.
The second picture is the shear force that goes to my core wall 8.
My question is if it is possible to determine how much force is resisted by the slim panels and how much by the big panel.I tried a section cut but it gives weird results ,nothing even close to the forces in the wall.
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