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Florida PE October 2006 results have been mailed on last Friday or Monday. They should be in the mail boxes before the end of this week. I got this confirmation from a board staff member.

I took the October 2006 PE structural I test. This was my first attempt to take the test. Just want to get feedback from fellow exam takers about level of difficulty of the test. Personally, I feel the exam questions were quite difficult and that created a real time crunch. I could'nt finish...

Sample Test questions

Can anyone suggest me reference books for PE structural I test. Also are any prep classes available to study for the test. There are many classes avail for PE civil, but could'nt find anything for PE struct. Thanks.

Please suggest a software program which designs pile caps. I am aware that it can be done in SAFE, but not sure wether or not it checks Tied Arch Action and one way shear based on the fancy phi Vc equations applicable to pile cap design only Andy

Hi, I am taking the PE Structural I exam in Florida. Can anyone recommnend good books to start with. I am aware of the "Structural Engineering Reference Manual" which is widely used for all the PE exams. However, any additional books specific to Structural I exam. Please advice on buying the...

I am trying to decide on building classification/Ocupancy Group for a parking garage per new florida building 2004. I need to use the allowable increases in area and height per section 406.3.6. Can anyone help me find the definition of "interior area" as mentioned in the above referred section...

theonlynamenottaken, Thanks for the advice. Can you direct me to a relevant manual for further details on the information you provided on blast loading. Anirudh

Dear jjeng2 Thanks for your promt reply. Here is the info you requested. I don't want the blast wall to be part of the parking garage. If there are space constraints to install it independantly few feet away from the garage, then the wall could be a part of the garage. The garage is going to...

I have to design a 5 level parking garage for an US airport. The standoff distance between the terminal and garage is less than 300 ft. The only information I have is that, per the post 911 design guidelines, I have to design a blast wall between the garage and the terminal. Can anyone direct...