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Any pm who has taken the test .... Where the Mechanics of materials questions presented similar to the determinate and indeterminate analysis questions, or were they straight forward?

In the old 6 minutes solutions there is a problem with 12' 8" height masonry wall by 20 ft long masonry wall with door opening 6'8" by 4' wide. The lintel is made of steel angles. There is 700 # point load directly above the lintel in the middle of the door opening. The solution says to ignore...

Does anyone have a good example of AASHTO Moving load problem, from the loading section of the test? Is just going to be which load combinations for truck loading govern or a simple span calculation? The impact load, in the loading section is that referring to AASHTO impact load?

i live in Florida, and only have to consider Hurricanes in my design criteria. The seismic Simplified method, seems to require almost perfect symmetric building. Will the only method on the exam be simplified or should i be studying the full method?

Geotech not my depth but working all depth problems to get repaired. How come in 516 geotech depth they dont use the dont use the multipliers in the errata solution?

Well i started studying about a month ago. Just ran through the Ncees practice problems and solutions. I didnt do half as good as i would have hoped. Missed some silly ones. Definitely weak in transportation. My depth will be structural. I haven't started studying structural, but i got all the...

I requested access to the PENOTES a couple days ago. I followed the procedure as specified. Is there anyway to get access.

I started studying late, and will only get in about 2 months of studying. In terms of AM section Water Resources in the NCEES specification it states pressure conduit(eg. single pipe, force mains) I cant find these in the CERM. I am using an old CERM until i get the latest Next weekend. Does...