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Wood Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:Hip Beam (Near Bed 2) <br />Span # <br />Moment ValuesLoad Combination <br />C i C LCC CCF/V m r td <br />Shear ValuesMax Stress Ratios <br />M CV fb M fv F'b V F'vSegment Length <br />1.00+D+0.60W+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.670 ft 1 0.168 0.080 1.60 1.200 1.00 1.00 1.00 0.32 289.49 1728.00 0.17 288.001.00 23.07 <br />1.00+D+0.70E+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.670 ft 1 0.168 0.080 1.60 1.200 1.00 1.00 1.00 0.32 289.49 1728.00 0.17 288.001.00 23.07 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.670 ft 1 0.377 0.180 1.60 1.200 1.00 1.00 1.00 0.71 651.35 1728.00 0.38 288.001.00 51.91 <br />1.00+D+0.750L+0.750S+0.450W+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.670 ft 1 0.168 0.080 1.60 1.200 1.00 1.00 1.00 0.32 289.49 1728.00 0.17 288.001.00 23.07 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.670 ft 1 0.168 0.080 1.60 1.200 1.00 1.00 1.00 0.32 289.49 1728.00 0.17 288.001.00 23.07 <br />1.00+0.60D+0.60W+0.60H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.670 ft 1 0.101 0.048 1.60 1.200 1.00 1.00 1.00 0.19 173.69 1728.00 0.10 288.001.00 13.84 <br />1.00+0.60D+0.70E+0.60H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.670 ft 1 0.101 0.048 1.60 1.200 1.00 1.00 1.00 0.19 173.69 1728.00 0.10 288.001.00 13.84 <br />. <br />Location in SpanLoad Combination Max. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr+H 1 0.1153 4.003 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 0.286 0.573 <br />Overall MINimum 0.179 0.358 <br />+D+H 0.107 0.215 <br />+D+L+H 0.107 0.215 <br />+D+Lr+H 0.286 0.573 <br />+D+S+H 0.107 0.215 <br />+D+0.750Lr+0.750L+H 0.242 0.483 <br />+D+0.750L+0.750S+H 0.107 0.215 <br />+D+0.60W+H 0.107 0.215 <br />+D+0.70E+H 0.107 0.215 <br />+D+0.750Lr+0.750L+0.450W+H 0.242 0.483 <br />+D+0.750L+0.750S+0.450W+H 0.107 0.215 <br />+D+0.750L+0.750S+0.5250E+H 0.107 0.215 <br />+0.60D+0.60W+0.60H 0.064 0.129 <br />+0.60D+0.70E+0.60H 0.064 0.129 <br />D Only 0.107 0.215 <br />Lr Only 0.179 0.358 <br />H Only <br />Raymar Street - Santa Ana Page 48 of 116 <br />1306 W Raymar St <br />11/14/22