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Does anybody know what the purpose of 9.3.3.7 of the masonry code is? Special reinforced masonry shear walls are required to have horizontal reinforcement at these spacings (below), and the highlighted portion says reinforcement shall be embedded in grout, implying that it needs to be rebar...

The first question...half of the question is doing modal analysis, meaning we had about 30 mins allotted for it. I think my strategy for modal analysis on the exam will be to write down a bunch of equations and move on, coming back to it if I have time (fat chance), because that part alone took...

Does anyone use one of these pads to sign/seal stuff?  Any recommendations of one that would work well?  We've got stamps/seals in Autocad, but need something else for letters and such...I've got bluebeam stamps set up for myself but my boss is old school print-sign-scan...

I assume many of those studying for the SE are already PE's...has anyone used time studying for the SE as self reported PDHs?  I learn way more studying for this exam than the people that watch a bunch of videos a week before PDH's are due...just curious.

I understand how to use the table with the design moment factor to get values for the tension reinforcement index.  When I look at table 2.1 where we are given various factors and values for typical beam strengths, I am seeing that the values from the table don't match the given tension...