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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> W=18,51 tb <br /> E1717b <br /> Grxf <br /> Refer to the analysis(below)for distributive loads <br /> Bm 4-5.250 x 11.875 PSL 2.2E <br /> 19 50ft <br /> 2290 1645 <br /> Col Col <br /> Shear <br /> Moment <br /> 2.4 Analysis of Bm 4 - 5.250 x 11 .875 PSL 2.2E <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 49 /67 <br /> Copyright 2022 Custom Design&Engineering,Inc All rights reserved. <br />