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Thank you for the info. I didn't know about the Errata, but i have downloaded it and it matches my solution.... :woot:

I went through the new Civil Construction sample exam booklet and I can't figure out why problem #116 multiplies a triagular area by 2/3rds. To clarify the problem is a gravity retaining wall where you are asked to calculate the FOS against Overturning. Can anyone tell me why they multiply the...

THANK YOU!

Does anyone know if there is a consolidates list of typo's in this book?

Yeah the answer is 41 degrees, assuming the pore water pressure is 10psi versus 12psi thats shown in the book. Thanks for everyone's help.

I'm studying our of Goswami's All-in-One Civil Engineering PE Breadth and Depth book and I'm having a problem following one of the soil compaction examples. You are given the below failure data for a saturated cohesionless soil. Pore water pressure: 12.0psi Verticle Total Stress: 36.5psi...