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PROJECT NAME: HULTS RESIDENIN <br /> JOB:CEADDIT X10-285O4 <br /> Refer to the analysis(below)for distributive loads <br /> Bm5-6x10 DF#2 <br /> 1565ft <br /> 0 <br /> 1317 1317 <br /> Col Col <br /> Shear <br /> Moment <br /> 2.5 Analysis of Bm 5 - 6 x 10 DF #2 <br /> **NOTE THE LOADS SHOWN ABOVE ARE UNFACTORED - SEE BELOW FOR FACTORED LOADS** <br /> ->Design Loads: <br /> Notes: (1) Point and distributive loads are sequential. <br /> (2) wD = Dead, ws = Snow, wL = Live, wW = Wind (similar for point loads) . <br /> (3) All loads are measured from the left end of member. <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 52 167 <br /> Copyright 0 2022 Custom Design&Engineering,Inc.All rights reserved. <br />