asixth - I am encountering the same issue with coring an existing slab to install drains that were never installed in original construction. What was the final verdict on your implementation of the mod's?
Got it. I won't say it makes perfect sense, but I understand it. I have a tendency to be a definitive answer kind of guy, which unfortunately is usually not the case in wind engineering. Thanks to everyone for the responses.
I know they are two different cases, but what is Case A and what is Case B. There is no definition of the difference or any given load case co-efficients that I have ever seen.?. Thanks
AeroGuy83,
Did you ever find a definitive answer to your question? I have pondered this for many days now, and can't seem to get a straight answer anywhere. I have even called ASCE and asked the technical support department - from which I have received no answer yet. I am having difficulty...
Thanks. I bought the book yesterday and have a brand new pack of green paper waiting to be desecrated. I want to use a program as a second source to check my hand calcs mostly. Thanks again.
