Hi Everyone,
I wanted to get some additional opinions on my situation.
I am inspecting x-bracing in an 1930s warehouse. Roof bays are 20 ft wide, supported by trusses spanning 100'. The roof bays alternate from a 'high hat' at the top of the trusses to a low roof at the bottom.
It the high hats...
I have designed a industrial motor base support. The structure is composed of a concrete pedestal, supported by a concrete slab on steel beams.
The crux of the problem is that there is an existing motor adjacent to where the new concrete will be placed, which produces noticeable vibrations. This...