We will providing full structural design for a house with curved exterior wood stud walls. The intent is that the exterior walls will be bearing walls and shear walls. A couple of questions...
1. Minimum curve radius that you can practically sheath without any special processing of the plywood/osb?
2. Can you still use APA Braced Wall Panels for the lateral system, or would this fall outside of APA provisions?
3. If BWPs do not apply, does anyone have resources for the design of curved wood shear walls?
Thank you
1. Minimum curve radius that you can practically sheath without any special processing of the plywood/osb?
2. Can you still use APA Braced Wall Panels for the lateral system, or would this fall outside of APA provisions?
3. If BWPs do not apply, does anyone have resources for the design of curved wood shear walls?
Thank you