Recent content by chess5329

Hi members of this forum, I would like ask to whoever can or have the knowledge about, in which other states you can claim "reciprocity rights" been a Licence Civil Engineer (PE) in California. I'm planning to move to other state, Colorado, Arizona or Florida. Your input in this topic is much...

Thanks Ptatohed and CALPS! Really help your input....!!

Ptatohed, I was thinking to add the TE after the PE initials (as you previous mentioned).......but now I have to dig more on this....Thanks for your 2 cents. Or maybe it'll be better to go after other initials as LS, GE..... However, thanks to all for your comments!!!!! Regards,

Ptatohed, thanks for your response to Brad.....! But are you serious.....the Board is thinking to eliminate this License...?

The CA Board has an Exam for Traffic Engineering...........Does anyone knows what are the requirements to take this test....and also a good preparation course for this...? Thanks in advance for your input....!!!

Anyone else, So far its a tie. One Yes and one No. Thank you guys, I really appreciated!

Hi folks, I've been questioning due to I have a LST Certificate (Land Surveyor-in-Training) if I should use it on my bussiness card....... name, P.E., LSIT. I'm planning to use it due to Land Surveying is a plus after your PE. Any comments or thoughts are well appreciated! Thanks in advance.

The solution to this problem by NCEES is getting me confused.......I think for this type of problems the height of the wall is what governs what formula to use, this problem states that the height of the wall is 9' so we should apply the short formula. Even though the book gives the correct...

civilized, If you don't make this input, I think I wouldn't get........I think this makes sense! Thanks

I hope somebody can provide a better detail on how they got to the solution. I've checked my formulas and to get FS= CSR/CRR Any help?

I'm also interested in some guidelines. I'm taking geotechnical as my depth, I would like to have some tips for some depth topics. this is my email: [email protected] Thanks

TDH=Ht(d)-Ht(s)=150'-50'=100'

CERM Companion CH 21-Problem #2 ( c ) The answer in the book calls for 0.26 ft3/sec, but when doing the calcs I got 1.94 ft3/sec....anybody having the same issue? Thanks in advance.

I don't have the book with me that I can check for the problem, but try to use the 2:1 method for a group of piles to see if works close to the answer.....I hope this helps.

I already ordered the book, I might get it today or Monday. Does anybody that has been working with this book would like to provide some comments about it?.....are the problems similar to the morning topics? Any feedback will be appreciated. Thanks