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...
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"...
