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"As a continuation of a test program begun in 1975, a static load test was conducted on a full-size topped (composite) 10'-8" wide 24" deep double tee spanning 56'-6". The test specimen was a typical parking garage. The objective of the test was to demonstrate the shear reinforcement in tee stems can be omitted without imparing the structural behavior of the pretensioned member in flexure and shear."

"This document is the complete Precast Parking Strucutre Lighting Study which was generated by: The Colorado Prestresser's Association retained Walker Parking Consultants to perform a study comparing lighting systems for precast concrete parking structures versus post-tensioned concrete parking structures."
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