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Recent content by bflood

  1. bflood

    (4/3) Allowable Increase in Masonry Walls for Wind

    I always used the (4/3) allowable increase for bending on a masonry wall with wind load. I am sitting for the SE 1 this Friday and the review course I sat in on via the web through ASCE suggested not to take the (4/3) allowable increase. I have attached a sample problem to better clarify...
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