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My question regards when the ASCE says 6,000-lb force acting between 1’-6” and 2’-3” at a max of 12in by 12in. For a retrofit cable barrier, say I need 3 cables… i am suggesting that if the cables were at 18, 22.5, and 27 inches this would not work because the 6kip load acting at 18 inches high...

I have encountered a parking structure PT beam restoration where the beam is two continuous spans and fixed at all three supports. I am trying to roughly match my hand calcs with ADAPTS analysis. At this time, I'm specifically trying to match the moment capacity at the exterior ends of the...