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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> W=1851 <br /> E`-1717 <br /> I <br /> SA Grad B <br /> P0=1261 lb <br /> Refer to the analysis{below)for distributive loads <br /> Bm6-6x10 DF#2 <br /> 7.92 ft <br /> 3658 1996 <br /> Cal Cot <br /> Shear <br /> Moment <br /> 2.6 Analysis ofBm6 - 6x10 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 /> Point load 0 from Supported Beam #3, Level <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 55 f 67 <br /> Copyright©2022 Custom Design&Engineering, Inc.All rights reserved. <br />