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Wood Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:BM-2 CJ 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 = 4.750 ft 1 0.074 0.038 1.60 1.300 1.00 1.00 1.00 0.20 138.42 1872.00 0.14 288.001.00 10.82 <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 = 4.750 ft 1 0.139 0.071 1.60 1.300 1.00 1.00 1.00 0.38 260.69 1872.00 0.26 288.001.00 20.38 <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 = 4.750 ft 1 0.139 0.071 1.60 1.300 1.00 1.00 1.00 0.38 260.69 1872.00 0.26 288.001.00 20.38 <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 = 4.750 ft 1 0.044 0.023 1.60 1.300 1.00 1.00 1.00 0.12 83.05 1872.00 0.08 288.001.00 6.49 <br />1.00+D+0.70E+0.60H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.750 ft 1 0.074 0.038 1.60 1.300 1.00 1.00 1.00 0.20 138.42 1872.00 0.14 288.001.00 10.82 <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 = 4.750 ft 1 0.139 0.071 1.60 1.300 1.00 1.00 1.00 0.38 260.69 1872.00 0.26 288.001.00 20.38 <br />1.00+0.60D+0.70E+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.750 ft 1 0.044 0.023 1.60 1.300 1.00 1.00 1.00 0.12 83.05 1872.00 0.08 288.001.00 6.49 <br />. <br />Location in SpanLoad Combination Max. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.0233 2.392 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 0.373 0.373 <br />Overall MINimum 0.202 0.202 <br />+D+H 0.171 0.171 <br />+D+L+H 0.373 0.373 <br />+D+Lr+H 0.171 0.171 <br />+D+S+H 0.171 0.171 <br />+D+0.750Lr+0.750L+H 0.323 0.323 <br />+D+0.750L+0.750S+H 0.323 0.323 <br />+D+0.60W+H 0.171 0.171 <br />+D+0.750Lr+0.750L+0.450W+H 0.323 0.323 <br />+D+0.750L+0.750S+0.450W+H 0.323 0.323 <br />+0.60D+0.60W+0.60H 0.103 0.103 <br />+D+0.70E+0.60H 0.171 0.171 <br />+D+0.750L+0.750S+0.5250E+H 0.323 0.323 <br />+0.60D+0.70E+H 0.103 0.103 <br />D Only 0.171 0.171 <br />L Only 0.202 0.202 <br />H Only <br />Raymar Street - Santa Ana Page 26 of 116 <br />1306 W Raymar St <br />11/14/22