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P + M" + My <_ 1.0 (Eq. H1.2-1) <br />Pa Ma" Mai, <br />Combined Axial and Flexure Loading <br />Load Combination Envelope Results (Loads from RISA model) <br />Pr/Pa <br />Mrx/Max <br />Mry/May <br />0.24 <br />0.85 <br />0.25 <br />Maximum Load Combination Results (LC 5, verified from RISA) <br />Pr/Pa <br />Mrx/Max <br />Mry/May <br />E <br />0.09 <br />0.85 <br />0.00 <br />0.94 <br />Note: Maximum load combination and forces validated with RISA model. Base Reactions from combinations used for anchorage calcs. <br />Maximum moment from RISA model is lower because RISA model incorporates multiple rows with bracing in between. <br />Drawing submitted with permit set <br />