List of Contributions

This might be similar to a typical Precast column base detail. But before commenting any further, would you kindly provide a sketch of what you described? ------------------------------ Neil Kazen, M.Eng., M.Sc., P.Eng. FASCE, FCPCI, FEC, Retired Structural Engineering Manager, Transportation Division, ...

Check Euler's equation for column buckling. ------------------------------ Neil Kazen, M.Eng., M.Sc., P.Eng. FASCE, FCPCI, FEC, Retired Structural Engineering Manager, Transportation Division, SNC-Lavalin Toronto, Ontario, Canada ------------------------------

Dear Shashank, Before looking into the next construction procedure, we need to understand why the deflection differential is so large? Is that due to some deficiency in the girders? Last time I had something like that (it was a different kind; prestressed precast girders) it turned out that some ...

Perhaps it's worth looking into precast concrete option: modular mass production for maximum affordability while maintaining the robustness inherent in concrete. That's what was used in constructing whole towns oversees. My colleagues there built a town near a new dam site, and another at a new oil field ...