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Re: Rigid Diaphragm Analysis for Plywood Shear Walls

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I might be wrong on this one, and possibly Mike Brooks can clarify this, but 
the rigid analysis in the Enercalc library is not writting specifically for 
concrete or masonry but is a general analysis program that assumes only the 
rigidity of diaphragm. The user defines the Modulus of Elasticity of the 
walls and the thickness of the wall. If the User inputs unity as the E and t 
values, the program assumes the same materials and distributes the shear from 
torsion by the stiffness of the walls based upon their heights and lengths. 
This program, in my opinion, is not material specific and can be used very 
well for diaprhgms supported by wood walls. If anyone has any other 
knowledge, please explain to me what I am missing here.

Dennis S. Wish PE

In a message dated 9/26/1999 2:31:30 PM Pacific Daylight Time, 
RShreenan(--nospam--at) writes:

<< Enercalc has a 
 program for rigid diaphragms for concrete or masonry walls that I believe 
 could be adapted for use with plywood shear panels.  If there was a good 
 user-friendly program for calculating plywood shear wall deflections, then 
 the plywood shear panels (assumed first trial) could be loaded with the same 
 load, say 2 to 5K and the deflections noted for each panel.  The inverse of 
 these deflections could be normalized and treated as relative rigidities and 
 used in the Enercalc program for purposes of distributing the shear from the 
 "rigid" plywood diaphragm.  This part of it is fairly simple once the panels 
 are located on the coordinate grid.  It is the shear panel deflection calcs 
 that are difficult and time consuming. >>