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Recent content by Snow2010

  1. Snow2010

    Underground Structures / AASHTO 3.24.3 or 3.24.6 For Top Slab Design

    AASHTO 3.24.3 (17TH ED) considers Case A and Case B for slab design. Case A - Main Reinf. -Traff. Perpendicular Case B - Main Reinf. - Traffic Parallel AASHTO 3.24.6 (17th Ed.) uses proportioning of load for reinf in either direction. 3.24.6 gives way lesser amount of reinf versus 3.24.3...
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