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Wood Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:BM-5 (E-W PSL Supporting 2nd Floor & Hold Downs) <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 = 23.920 ft 1 0.794 0.354 1.25 1.000 1.00 1.00 1.00 27.43 2,879.30 3625.00 4.19 362.501.00 128.23 <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 = 23.920 ft 1 0.689 0.307 1.15 1.000 1.00 1.00 1.00 21.89 2,297.23 3335.00 3.35 333.501.00 102.53 <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 = 23.920 ft 1 0.360 0.161 1.60 1.000 1.00 1.00 1.00 15.91 1,669.63 4640.00 2.44 464.001.00 74.82 <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 = 23.920 ft 1 0.621 0.276 1.60 1.000 1.00 1.00 1.00 27.43 2,879.30 4640.00 4.19 464.001.00 128.23 <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 = 23.920 ft 1 0.495 0.221 1.60 1.000 1.00 1.00 1.00 21.89 2,297.23 4640.00 3.35 464.001.00 102.53 <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 = 23.920 ft 1 0.216 0.097 1.60 1.000 1.00 1.00 1.00 9.54 1,001.78 4640.00 1.47 464.001.00 44.89 <br />1.00+D+0.70E+0.60H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 23.920 ft 1 0.358 0.164 1.60 1.000 1.00 1.00 1.00 15.85 1,663.18 4640.00 2.49 464.001.00 76.11 <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 = 23.920 ft 1 0.464 0.219 1.60 1.000 1.00 1.00 1.00 20.50 2,151.79 4640.00 3.32 464.001.00 101.59 <br />1.00+0.60D+0.70E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 23.920 ft 1 0.235 0.106 1.60 1.000 1.00 1.00 1.00 10.40 1,092.03 4640.00 1.61 464.001.00 49.24 <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 1.6086 11.960 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 4.633 4.281 <br />Overall MINimum -0.417 0.417 <br />+D+H 2.705 2.353 <br />+D+L+H 4.039 3.687 <br />+D+Lr+H 3.942 3.590 <br />+D+S+H 2.705 2.353 <br />+D+0.750Lr+0.750L+H 4.633 4.281 <br />+D+0.750L+0.750S+H 3.705 3.353 <br />+D+0.60W+H 2.705 2.353 <br />+D+0.750Lr+0.750L+0.450W+H 4.633 4.281 <br />+D+0.750L+0.750S+0.450W+H 3.705 3.353 <br />+0.60D+0.60W+0.60H 1.623 1.412 <br />+D+0.70E+0.60H 2.413 2.645 <br />+D+0.750L+0.750S+0.5250E+H 3.486 3.572 <br />+0.60D+0.70E+H 1.331 1.704 <br />D Only 2.705 2.353 <br />Lr Only 1.237 1.237 <br />L Only 1.334 1.334 <br />E Only -0.417 0.417 <br />H Only <br />Raymar Street - Santa Ana Page 32 of 116 <br />1306 W Raymar St <br />11/14/22