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Wood Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:Lower Hip Beam <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+0.750L+0.750S+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.0 ft 1 0.290 0.197 1.15 1.200 1.00 1.00 1.00 0.39 359.87 1242.00 0.30 207.001.00 40.80 <br />1.00Length = 7.0 ft 2 0.270 0.197 1.15 1.200 1.00 1.00 1.00 0.37 335.60 1242.00 0.16 207.001.00 40.80 <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 = 7.0 ft 1 0.208 0.142 1.60 1.200 1.00 1.00 1.00 0.39 359.87 1728.00 0.30 288.001.00 40.80 <br />1.00Length = 7.0 ft 2 0.194 0.142 1.60 1.200 1.00 1.00 1.00 0.37 335.60 1728.00 0.16 288.001.00 40.80 <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 = 7.0 ft 1 0.469 0.319 1.60 1.200 1.00 1.00 1.00 0.89 809.71 1728.00 0.67 288.001.00 91.81 <br />1.00Length = 7.0 ft 2 0.437 0.319 1.60 1.200 1.00 1.00 1.00 0.83 755.10 1728.00 0.36 288.001.00 91.81 <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 = 7.0 ft 1 0.208 0.142 1.60 1.200 1.00 1.00 1.00 0.39 359.87 1728.00 0.30 288.001.00 40.80 <br />1.00Length = 7.0 ft 2 0.194 0.142 1.60 1.200 1.00 1.00 1.00 0.37 335.60 1728.00 0.16 288.001.00 40.80 <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 = 7.0 ft 1 0.125 0.085 1.60 1.200 1.00 1.00 1.00 0.24 215.92 1728.00 0.18 288.001.00 24.48 <br />1.00Length = 7.0 ft 2 0.117 0.085 1.60 1.200 1.00 1.00 1.00 0.22 201.36 1728.00 0.10 288.001.00 24.48 <br />1.00+D+0.70E+0.60H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.0 ft 1 0.208 0.142 1.60 1.200 1.00 1.00 1.00 0.39 359.87 1728.00 0.30 288.001.00 40.80 <br />1.00Length = 7.0 ft 2 0.194 0.142 1.60 1.200 1.00 1.00 1.00 0.37 335.60 1728.00 0.16 288.001.00 40.80 <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 = 7.0 ft 1 0.208 0.142 1.60 1.200 1.00 1.00 1.00 0.39 359.87 1728.00 0.30 288.001.00 40.80 <br />1.00Length = 7.0 ft 2 0.194 0.142 1.60 1.200 1.00 1.00 1.00 0.37 335.60 1728.00 0.16 288.001.00 40.80 <br />1.00+0.60D+0.70E+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 7.0 ft 1 0.125 0.085 1.60 1.200 1.00 1.00 1.00 0.24 215.92 1728.00 0.18 288.001.00 24.48 <br />1.00Length = 7.0 ft 2 0.117 0.085 1.60 1.200 1.00 1.00 1.00 0.22 201.36 1728.00 0.10 288.001.00 24.48 <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 0.1045 3.168 0.0000 0.000 <br />+D+Lr+H20.0000 3.168 -0.0178 1.799 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 0.793 0.0471.400 <br />Overall MINimum 0.496 0.0290.875 <br />+D+H 0.298 0.0180.525 <br />+D+L+H 0.298 0.0180.525 <br />+D+Lr+H 0.793 0.0471.400 <br />+D+S+H 0.298 0.0180.525 <br />+D+0.750Lr+0.750L+H 0.669 0.0391.181 <br />+D+0.750L+0.750S+H 0.298 0.0180.525 <br />+D+0.60W+H 0.298 0.0180.525 <br />+D+0.750Lr+0.750L+0.450W+H 0.669 0.0391.181 <br />+D+0.750L+0.750S+0.450W+H 0.298 0.0180.525 <br />+0.60D+0.60W+0.60H 0.179 0.0110.315 <br />+D+0.70E+0.60H 0.298 0.0180.525 <br />+D+0.750L+0.750S+0.5250E+H 0.298 0.0180.525 <br />+0.60D+0.70E+H 0.179 0.0110.315 <br />D Only 0.298 0.0180.525 <br />Lr Only 0.496 0.0290.875 <br />H Only <br />Raymar Street - Santa Ana Page 36 of 116 <br />1306 W Raymar St <br />11/14/22