Hey there, was wondering if I could get some help. Trying to justify the use of a forklift carrying materials on an existing elevated parking garage deck. The deck is 4-1/2" LW conc. over Verco W3 deck. Building was built in the 1980's. I was going to try and just show that the loading of...
I am currently working on foundation design for a PEMB in Texas. There are three frames that have heavy moment reactions along with the reactions in the X & Y planes. This moment is roughly 2,500k-ft when looking at ASD load combinations for 2009IBC. Shear is roughly 80k, maximum downward...