I am working on an aircraft hangar "repair" project. Typical steel structure founded on a slab on grade. Some of the roof panels (limited to one bay) were ripped off by a hurricane. Most of the purlins/bracing is okay, some may need replacement.
Regardless, the customer now wants to replace ALL...
Hello,
There is an existing warehouse structure, say 30' tall PEMB, bearing on a slab-on-grade with a 40" deep thickened edge.
Our task is to design and build a new warehouse structure, same height, same build, bearing on a slab on grade. The new will be directly adjacent to the...
Hi All,
I am working a design-build project, and we have reached an issue during construction.
We have a small building that we now want to structurally extend. As-builts are limited. During the design, we assumed that the CMU walls extended 2'-0" below grade and were supported by a concrete...
Hello,
I am a PE in FL with 8 years of experience in design. Job is in FL.
A colleague recently reached out to me and asked if I am interested in consulting on a small commercial project. They want a two-tenant 9,000 SF space, one story. I am assuming CMU walls with perimeter wall footings...
