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FEM: Shearwall without gravity loads

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FEM: Shearwall without gravity loads

This exemplifies the use of plane stress elements only. Another improvement is the strict buildup of the global stiffness matrix, that in other sheets has been made in more awkward blind search.

If I update some of the built sheets to such GSM construction I will repost these, to gain some seconds in execution time and more than anything to not show disregard of economy that may be required for high number of elements models.
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