Search results for query: *

I'm writing a program that will analyze the stresses and capacity of asymmetrical precast/prestressed stadium riser units and I am having trouble finding any literature that goes into detailed calculations. The PCI handbook mentions bending of asymmetrical sections briefly, and references an...

Thanks for your help. Can you tell me what page this is on?

Some engineers utilize a load factor multiplier of 1.3 for design of pre-cast concrete connections that are sensitive to tolerances or field welding (such as corbels and dapped ends). Is this merely a design philosophy that some engineers practice or is this factor mentioned in either ACI 318...