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Thank you!

I was working problems and come acorss the solution to this one and I'm stumped. Can someone please explain to me where the (500/449) coming from. I know they are using the Hazen William Head loss equation and that those values represent the flow rate (but how?). I'm just confused where this is...

So in other words it's the total vertical rise between the source water level surface to the destination reservoir water surface level?

I read CERM but can't find any problem of this sort to clear up my confusion on the subject. Could someone please tell me what is the TDH, given this diagram? Based on my understanding, I chose 124' (distance b/w the inlet and outlet center line of the pump). This is assuming that friction and...

I thought #7 would be D, as the cut of the soil on the profile diagram (= rising limb on the mass diagram) does not stop, so I am assuming that it continues. Asnwer B assumes that the cutting of the soil stop, thus abruptly returning to the balance line on the masss diagram. What do you think...

Lost the solution to these two problem and need to verify my answers. Please let me know your solution for the two problems. 6.pdf

Ok. If a problem ask how many blocks are needed in a problem statement, given each sides dimensions, and the wall thickness of a building, I should use the outside perimeter lengths to get the total perimeter of all sides, which is ultimately used and divided by the s.f. of one block. Assuming...

I bought testmaster notes but cannot read this one chart from the construction module. Could someone who has a cleaner copy of this sheet tell me the respective numbers and where they're actually assigned. Test Masters - Construction 2010 25.pdf

I am looking through Ruwan Rajapakse Civil PE Professional Engineer Exam Construction Module Book and came across this problem: A wall is build using standard brick (L=8", H=2-1/4", Thickness= 3- 3/4 in). A wall to be built with bricks is one brick thick. How many bricks are required if motar...

Thank you Major Highway.

I am working this problem which asked for the grade (in %) on the declining tangent piece of a crest vertical curve, but having a hard time completing it in a timely manner. The problem gives the PVC station and elevation, PI station and elevation, elevation and station at the End of Vertical...

I am sure someone here has taken the Dr. Indranil Goswami Online Review class. Could someone share their thoughts on the class. The +/- so I that I can make an educated decision on if I should take it or the school of PE Review class. Thank you.

I am looking to trade my School of PE notes for testmasters. Please PM me or email me at [email protected]. Worst case scenario, I'll buy a copy of your Testmasters notes at a good price. Thank you!

Looking for anyone here willing to exchange notes. I have School of PE notes and would like to swap with anyone that has Testmasters PE and/or Goswami notes. PM me if you want to do this.

I understand that if a vertical member is between two colliner members and no force are applied at that joint, the force in the member is zero. If a force is applied at the joint, the internal force in that member is equal to the applied load. Am I correct in my solution to this problem---- that...

I guessed wildly on about 7 in the morning and about 10 in the afternoon. I also hope that I get the ones I believe that I got right, correct too. The morning was not too difficult for me except those seven. For some odd reason I could not get any of the answers listed for one of the Geotech...

This is not listed on NCEES specification for Transportation Depth. I have practiced these problems but started to think I went overboard and studied things not even gonna be on the morning or afternoon Transpo. P.m. Any thoughts?

Help with these two question for clarity. 1. In primary consolidation is the H (thickness of soil layer) always reference the hight of the clay layer only and not the sand layer at any time. Is this true? In primary consolidation is the compressible soil strata always split into two layers...

Thank you Max..I was really tire at that point.... :smileyballs: Still moving along. I still have Structures, Construction and Geo left to review, and you?

Design a asphalt concrete pavement over granular base for a subgrade modulus of 6000 psi and 1,000,000 ESAL. The Cerm solution specified to use the Concrete graph to solve. I am not seeing how they solve and get a 8.5 inches base.. Enterng 1 million ESAL on the horizontal line and 6000 psi on...