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Without disclosing any confidential info. What you guys think about the VL PM problems? in specific the concrete problem?

in NCEES problem 601(a) to design a CMU for axial and flexure, the solution used an interaction equation for combined stresses (Pu/phi.Pn + Mu/phi.Mn). I haven't seen such interaction equation in before in concrete or masonry codes or textbooks. My understanding that this problem should be...

I need TMS 402/602 2013  anybody selling it?

On my day job, I design steel buildings and I'm not familiar with the ACI codebook. I have spent some time studying using "Design of Reinforced Concrete" by Jack McCormac but I'm not sure if this would be enough. I wonder if it worth spending the time and money going through "SP-017 (14) The...

Selling "Six-Minute Solution for civil PE exam Geotechnical Problems" - 1st Edition - 2nd Printing  Asking price $15 including FREE shipping. Send me a private message if interested. Good Luck

I've passed my PE Civil Construction Exam at first try (Oct 2015), below is the list of books I used for the PM Construction depth preparation Prices are negotiable and FREE Shipping is included for serious buyers . Transaction should be completed using Paypal. NCEES Practice Exam 2011 -  $30...

I've passed my PE Civil Construction Exam at first try (Oct 2015), below is the list of books I used for the A.M Breadth preparation Prices are negotiable and FREE Shipping is included for serious buyers . Transaction should be completed using Paypal. AM Package:  by Michael R. Lindeburg PE...

For some reason my copy of the CMWB page 38 Table A2.a right column (Mortar N) is wiped out; can somebody give me these 4 values? Thanks in advance

Good morning, in case if you plan working out the NCEES 2015 practice exam; make sure you have this Errata: https://cdn.ncees.org/wp-content/uploads/2012/11/2015-Civil-AM-errata.5-7-151.pdf Good Luck

Hello, Lateral Pressure on formwork is addressed in both ASCE 37-02 and ACI 347-04, but there are few differences in both: - Column Forms ASCE states maximum limit of 3000 psf, however ACI has no upper limit. -Wall Forms ASCE doesn't consider the placement height, but ACI use 14' as one of...

Hi, can somebody explain to me Typical application 31 (TA 31) figure 6H-31 MUTCD Part 6 http://mutcd.fhwa.dot.gov/htm/2009r1r2/part6/fig6h_31_longdesc.htm 1- What is the point of the lane closure at the left side (heading North to South) while the work zone is totally in the other direction...