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Wood Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:BM-1 (Hip Support) <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 />1.00Length = 10.330 ft 1 0.279 0.076 1.60 1.300 1.15 1.00 1.00 1.18 800.82 2870.40 0.28 288.001.00 21.94 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.330 ft 1 0.602 0.163 1.60 1.300 1.15 1.00 1.00 2.54 1,729.16 2870.40 0.60 288.001.00 47.04 <br />1.00+D+0.750L+0.750S+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.330 ft 1 0.310 0.089 1.60 1.300 1.15 1.00 1.00 1.31 889.74 2870.40 0.33 288.001.00 25.60 <br />1.00+0.60D+0.60W+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.330 ft 1 0.167 0.046 1.60 1.300 1.15 1.00 1.00 0.71 480.49 2870.40 0.17 288.001.00 13.16 <br />1.00+D+0.70E+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.330 ft 1 0.279 0.076 1.60 1.300 1.15 1.00 1.00 1.18 800.82 2870.40 0.28 288.001.00 21.94 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.330 ft 1 0.310 0.089 1.60 1.300 1.15 1.00 1.00 1.31 889.74 2870.40 0.33 288.001.00 25.60 <br />1.00+0.60D+0.70E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.330 ft 1 0.167 0.046 1.60 1.300 1.15 1.00 1.00 0.71 480.49 2870.40 0.17 288.001.00 13.16 <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 0.5049 5.391 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 0.517 0.653 <br />Overall MINimum 0.069 0.069 <br />+D+H 0.234 0.286 <br />+D+L+H 0.302 0.355 <br />+D+Lr+H 0.517 0.653 <br />+D+S+H 0.234 0.286 <br />+D+0.750Lr+0.750L+H 0.497 0.613 <br />+D+0.750L+0.750S+H 0.285 0.338 <br />+D+0.60W+H 0.234 0.286 <br />+D+0.750Lr+0.750L+0.450W+H 0.497 0.613 <br />+D+0.750L+0.750S+0.450W+H 0.285 0.338 <br />+0.60D+0.60W+0.60H 0.140 0.172 <br />+D+0.70E+0.60H 0.234 0.286 <br />+D+0.750L+0.750S+0.5250E+H 0.285 0.338 <br />+0.60D+0.70E+H 0.140 0.172 <br />D Only 0.234 0.286 <br />Lr Only 0.283 0.367 <br />L Only 0.069 0.069 <br />H Only <br />Raymar Street - Santa Ana Page 24 of 116 <br />1306 W Raymar St <br />11/14/22