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Point Load Tests on Double Tee Flanges by Ariel Gonzalez is a document available to read on EtoBox.
What is Point Load Tests on Double Tee Flanges about?
The document presents the results of nine full-scale load tests conducted on double tee concrete structures with 4 inch thick cantilevered flanges. Tests were aimed to determine the point load capacity of the flanges under concentrated loads applied both near corners and away from corners. The minimum load capacity was found to be 4.2 kips for corner loads and 9.5 kips for loads away from corners, providing lower bound estimates. The test results were also compared to theoretical predictions from elastic an
- Author
- Ariel Gonzalez
- Language
- EN