CT issued me three PE license numbers, one for the actual PE, and one for each of the SE exams. I'm hoping with the test results I can now just get a SE license from a state that recognizes it.
I might be the only in CT, but I just called and the woman who can unlock scores at the dept. of licenses took today off - they said she might be in Monday.
Caltrans has the max shear/moment charts for simple spans but for problems that ask for shear at the critical section it takes a good amount of time to back into truck load and lane loads at the critical distance...
Does anyone know of any charts or faster procedures to find shear at the...
It looks like PPI is no longer publishing their errata online and instead requiring you to buy an online subscription to their book for updates and corrections.
Can anyone verify in the 9th edition, 2nd printing, page 9-6 when they find the stiffness parameter Kg they are using the area of the...
I'm trying to prepare for the SE Bridge exam and started working through the 'Simplified LRFD Bridge Design' book for example problems. In the first design example the author finds all the interior and exterior girders and determines the longitudinal moments. For dead load moments equal shares...
I just started working for a construction company doing estimates and I'm trying to decide what masters degree to get. I've been told by my coworkers that construction management or an MBA would be most valuable but I'm not sure I really want to stay in construction. I'm considering structural...