Recent content by tmanker

I apologize for the typos. Fat fingers and iPad... Phecke, I appreciate your help. First of all, I'm not making light of the difficulty of the exam and I know it's serious business. I have always pushed myself and I'm willing to put the time in. Quite honestly, when I was in college, I...

As the topic indicates, I'm a civil transpo PE in Iowa and I want to take the SE exam. I just took the PE exam in April do this year and passed the first time. Woo hoo! My experience is doing project management and strucural design for a design/build firm for 5 years. Much of this work was...

Thank you. I may need the help of a busch light to find it tonight, but find it i will!

I looked for a while but did not find this either. I almost wish I would have used the 2004 green book because most sample exams and many other sources still reference that manual.

The vertical depth, h=hr x sin theta

See here. http://engineeringregistration.tamu.edu/videos/PEDownloads/Fluids.pdf There is a problem just like you are questioning on page 20. In its simplest form pressure=(density x gravity x height)/gravitational constant. In u.s. units gravity over grav. constant=1 and cancels, in SI units...

Does anyone have a copy of the 11th edition CERM index still? I would greatly appreciate it.

Has anyone tried these tabs yet? http://peexamtabs.com/