All,
Does anyone have a cut sheet or other info for at 1960's "8L28" Precast Single Tee (8' Wide, 28" Deep)? Old versions of PCI handbook only go back to 1970 and don't list this section... Just trying to get total area and flange thickness..
Thanks,
SEAStructural
All,
I realize there have been previous threads about this, but many of the links are out of date so I wanted to see what design guides there were to help with the design of a residential dock (pier) in the Seattle Area. Dock will be wood, extending approximately 100' into a shallow marine bay...
All,
In running some pushover analyses we noted that the Pushover "Base Shear" force values seem to be much larger than the actual Sum of the Support Reactions at the matching step and load case. We've tried some VERY simple models and noted that they can show the same "Base Shear" and Support...
All,
I'm modeling some URM and want to account for uplift that can occur at the piers... To do this I've provided a deformation controlled Axial (P) Hinge at the top of each pier with Full Compression Capacity (say -200 kip) and Zero Tension Capacity (0 kip) (Elasto-Perfectly Plastic F-D...
