I am the structural engineer for the job and this is the first time that stack bond has come up on a job for me. The architect has specified stack bond for aesthetics.
I have some pretty high walls and I am concered about the behavior of the stack bond under wind load. I can't justify in my...
What are the requirements for vertical reinforcement in stack bond masonry? I am familiar with the additional seismic requirements for stack bond as it relates to horizontal joint reinforcement and/or bond beams, but what about the vertical reinforcement spacing for wind load? I can't find...
