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Wood Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:BM-8 (Supporting CJ Bearing Wall Above) <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 = 23.830 ft 1 0.457 0.220 1.25 1.000 1.00 1.00 1.00 15.78 1,656.67 3625.00 2.60 362.501.00 79.73 <br />1.00+D+0.750L+0.750S+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 23.830 ft 1 0.392 0.186 1.15 1.000 1.00 1.00 1.00 12.46 1,307.60 3335.00 2.03 333.501.00 62.05 <br />1.00+D+0.60W+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 23.830 ft 1 0.180 0.088 1.60 1.000 1.00 1.00 1.00 7.94 833.73 4640.00 1.34 464.001.00 41.01 <br />1.00+D+0.70E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 23.830 ft 1 0.180 0.088 1.60 1.000 1.00 1.00 1.00 7.94 833.73 4640.00 1.34 464.001.00 41.01 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 23.830 ft 1 0.357 0.172 1.60 1.000 1.00 1.00 1.00 15.78 1,656.67 4640.00 2.60 464.001.00 79.73 <br />1.00+D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 23.830 ft 1 0.282 0.134 1.60 1.000 1.00 1.00 1.00 12.46 1,307.60 4640.00 2.03 464.001.00 62.05 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 23.830 ft 1 0.282 0.134 1.60 1.000 1.00 1.00 1.00 12.46 1,307.60 4640.00 2.03 464.001.00 62.05 <br />1.00+0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 23.830 ft 1 0.108 0.053 1.60 1.000 1.00 1.00 1.00 4.77 500.24 4640.00 0.80 464.001.00 24.60 <br />1.00+0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 23.830 ft 1 0.108 0.053 1.60 1.000 1.00 1.00 1.00 4.77 500.24 4640.00 0.80 464.001.00 24.60 <br />. <br />Location in SpanLoad Combination Max. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L+0.450W+H 1 0.9299 12.089 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 2.532 2.834 <br />Overall MINimum 1.013 1.013 <br />+D+H 1.256 1.452 <br />+D+L+H 2.269 2.465 <br />+D+Lr+H 1.944 2.282 <br />+D+S+H 1.256 1.452 <br />+D+0.750Lr+0.750L+H 2.532 2.834 <br />+D+0.750L+0.750S+H 2.016 2.211 <br />+D+0.60W+H 1.256 1.452 <br />+D+0.70E+H 1.256 1.452 <br />+D+0.750Lr+0.750L+0.450W+H 2.532 2.834 <br />+D+0.750L+0.750S+0.450W+H 2.016 2.211 <br />+D+0.750L+0.750S+0.5250E+H 2.016 2.211 <br />+0.60D+0.60W+0.60H 0.754 0.871 <br />+0.60D+0.70E+0.60H 0.754 0.871 <br />D Only 1.256 1.452 <br />Lr Only 0.688 0.830 <br />L Only 1.013 1.013 <br />H Only <br />Raymar Street - Santa Ana Page 60 of 116 <br />1306 W Raymar St <br />11/14/22