Just seeing if anyone out there has an opinion on this matter.
This is in reference to residential construction in Colorado. The contractor/owner on this job decided to have pre-fabricated exterior wall panels designed/constructed in Detroit and delivered to Colorado for installation. We...
I have been reading threads for the better part of a year and is time I present my first question. I'm designing reinforcement options for an unreinforced 4" masonry block wall. Using the allowable flexural tension equation for hollow block, I see that adding another floor, thus higher dead...
