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Found 2 results

  1. Hi, Dear All, I got some quick questions on AASHTO ASD culvert design. The plan has some standard note telling "AASHTO 1957 --- f.s = 20000 psi, f.c = 1200 psi, n =10, V = 90 psi, U = 300 psi". I know f.s, f.c and n. My question is on V and U. 1. Is V concrete allowable shear stress? 2. What is U? Thank you so much for the help. Stewie
  2. For anyone recently took the PE exam. Have you seen either pavement structures or culvert design problems? if you have can you please give me general guideline regarding what type of questions they asked?
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