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Wood Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:BM-6 (Hip & Ridge Support 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 />1.00Length = 10.50 ft 1 0.239 0.051 1.60 1.300 1.00 1.00 1.00 1.14 446.93 1872.00 0.25 288.001.00 14.81 <br />1.00+D+0.70E+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.50 ft 1 0.239 0.051 1.60 1.300 1.00 1.00 1.00 1.14 446.93 1872.00 0.25 288.001.00 14.81 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.50 ft 1 0.534 0.113 1.60 1.300 1.00 1.00 1.00 2.56 1,000.44 1872.00 0.55 288.001.00 32.66 <br />1.00+D+0.750L+0.750S+0.450W+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.50 ft 1 0.268 0.062 1.60 1.300 1.00 1.00 1.00 1.28 500.83 1872.00 0.30 288.001.00 17.91 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.50 ft 1 0.268 0.062 1.60 1.300 1.00 1.00 1.00 1.28 500.83 1872.00 0.30 288.001.00 17.91 <br />1.00+0.60D+0.60W+0.60H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.50 ft 1 0.143 0.031 1.60 1.300 1.00 1.00 1.00 0.69 268.16 1872.00 0.15 288.001.00 8.89 <br />1.00+0.60D+0.70E+0.60H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 10.50 ft 1 0.143 0.031 1.60 1.300 1.00 1.00 1.00 0.69 268.16 1872.00 0.15 288.001.00 8.89 <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 0.2590 5.327 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 0.559 0.583 <br />Overall MINimum 0.070 0.070 <br />+D+H 0.241 0.251 <br />+D+L+H 0.311 0.320 <br />+D+Lr+H 0.559 0.583 <br />+D+S+H 0.241 0.251 <br />+D+0.750Lr+0.750L+H 0.532 0.553 <br />+D+0.750L+0.750S+H 0.294 0.303 <br />+D+0.60W+H 0.241 0.251 <br />+D+0.70E+H 0.241 0.251 <br />+D+0.750Lr+0.750L+0.450W+H 0.532 0.553 <br />+D+0.750L+0.750S+0.450W+H 0.294 0.303 <br />+D+0.750L+0.750S+0.5250E+H 0.294 0.303 <br />+0.60D+0.60W+0.60H 0.145 0.150 <br />+0.60D+0.70E+0.60H 0.145 0.150 <br />D Only 0.241 0.251 <br />Lr Only 0.317 0.333 <br />L Only 0.070 0.070 <br />H Only <br />Raymar Street - Santa Ana Page 52 of 116 <br />1306 W Raymar St <br />11/14/22