Recent content by JVon1

Hello, I came across the Kirchoff Plate stiffness matrix below online but I'm uncertain of the credibility of the source and would like to verify it with a textbook reference. Can anyone point me to any such references? I also have not seen any diagrams indicating the orientation of or...

Thanks for the much needed clarification and references All.

Hello, Some time ago I came across the attached spreadsheet on the USDA's website. I would like to know why a transformation procedure has to be applied to use the 24-hour rainfall distributions for shorter durations? Wouldn't it be sufficient to squeeze in the 24-hour graph horizontally to find...

Thank you very much for your assistance, gentlemen.

Good day, I have a question about designing T-beams with the flange in tension using the ACI code, The details of the problem are as follows: f'c = 3 ksi, fy = 60 ksi flange width = 24", flange thickness = 6" web width = 12" and overall depth = 30" Rebar detail: 6 #3 bars at 2" and 6 #3 @ 28"...