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If I'm given a retaining wall problem that gives the sat unit weight of the soil behind the wall, would I assume that it's below the water table and use the bouyant unit weight in calculating the vertical soil pressure? This particular problem is in the CERM sample exam and the solution just...

I'm taking the PE exam next week (either Geo-tech or Transpo depth) and I'm on the fence as to whether I should buy the AISC and put some study time into steel. I have a decent knowledge base of rein concrete, timber and mat mechs so I'm thinking that might carry me through. Any thoughts or...