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Aryam Design & Build <br />Project <br />1513 McFadden <br />Job Ref. <br />25073 <br />Section <br />GLB beam check <br />Sheet no./rev. <br /> 2 <br />Calc. by Date Chk'd by Date App'd by Date <br />Cross member Dead point load 954 lb at 480.00 in <br />Cross member Roof Live point load 1600 lb at 480.00 in <br />Cross member Dead point load 954 lb at 576.00 in <br />Cross member Roof Live point load 1600 lb at 576.00 in <br />Load combinations <br />Load combination 1 Support A Seismic  0.70 <br />Dead  1.00 <br />Roof Live  0.00 <br />Span 1 Seismic  0.70 <br />Dead  1.00 <br />Roof Live  0.00 <br />Support B Seismic  0.70 <br />Dead  1.00 <br />Roof Live  0.00 <br />Load combination 2 Support A Seismic  0.00 <br />Dead  1.00 <br />Roof Live  1.00 <br />Span 1 Seismic  0.00 <br />Dead  1.00 <br />Roof Live  1.00 <br />Support B Seismic  0.00 <br />Dead  1.00 <br />Roof Live  1.00 <br />Analysis results <br />Maximum moment;Mmax = 157607 lb_ft;Mmin = 0 lb_ft <br />Design moment;M = max(abs(Mmax),abs(Mmin)) = 157607 lb_ft <br />Maximum shear;Fmax = 10163 lb;Fmin = -10163 lb <br />Design shear;F = max(abs(Fmax),abs(Fmin)) = 10163 lb <br />Total load on member;W tot = 20326 lb <br />Reaction at support A;RA_max = 10163 lb;RA_min = 5894 lb <br />Unfactored seismic load reaction at support A;RA_Seismic = 759 lb <br />Unfactored dead load reaction at support A;RA_Dead = 5363 lb <br />Unfactored roof live load reaction at support A;RA_Roof Live = 4800 lb <br />Reaction at support B;RB_max = 10163 lb;RB_min = 5894 lb <br />Unfactored seismic load reaction at support B;RB_Seismic = 759 lb <br />Unfactored dead load reaction at support B;RB_Dead = 5363 lb <br />Unfactored roof live load reaction at support B;RB_Roof Live = 4800 lb