I desire to dowel the concrete joints for a 10" thick concrete pavement for a transfer station. The trucks will be running in multiple directions throughout the lot, and the pavement will need to be poured in sections in various directions. Unlike a road where there is a longitudinal tie joint...
I am designing a reinforced concrete wall. I would like to design it to ensure it may withstand the maximum operating equipment load behind the wall. The area is paved behind the wall. ASCE code recommends a minimum of 250 pcf for tractor trailer and fire lanes, but how do I analyze a load for...
