Adding Light Gauge Mezzanine to (E) Concrete Bldg
Adding Light Gauge Mezzanine to (E) Concrete Bldg
(OP)
I'm planning to add a 70'x40' mezzanine to the interior of a relatively large, existing reinforced concrete building. What is the most efficient way to approach the design, with seismic interaction of the two systems being the main concern?






RE: Adding Light Gauge Mezzanine to (E) Concrete Bldg
Can you tie the mezzanine floor diaphragm directly into shear walls that support the other floors? If so, then it's just another floor from an analysis standpoint.
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