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Wood Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:Garage Ridge Beam <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 = 4.920 ft 1 0.571 0.427 1.25 1.200 1.00 1.00 1.00 0.84 770.90 1350.00 0.70 225.001.00 96.12 <br />1.00Length = 4.920 ft 2 0.571 0.427 1.25 1.200 1.00 1.00 1.00 0.84 770.90 1350.00 0.70 225.001.00 96.12 <br />1.00+D+0.750L+0.750S+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.920 ft 1 0.276 0.206 1.15 1.200 1.00 1.00 1.00 0.38 342.62 1242.00 0.31 207.001.00 42.72 <br />1.00Length = 4.920 ft 2 0.276 0.206 1.15 1.200 1.00 1.00 1.00 0.38 342.62 1242.00 0.31 207.001.00 42.72 <br />1.00+D+0.60W+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.920 ft 1 0.198 0.148 1.60 1.200 1.00 1.00 1.00 0.38 342.62 1728.00 0.31 288.001.00 42.72 <br />1.00Length = 4.920 ft 2 0.198 0.148 1.60 1.200 1.00 1.00 1.00 0.38 342.62 1728.00 0.31 288.001.00 42.72 <br />1.00+D+0.70E+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.920 ft 1 0.198 0.148 1.60 1.200 1.00 1.00 1.00 0.38 342.62 1728.00 0.31 288.001.00 42.72 <br />1.00Length = 4.920 ft 2 0.198 0.148 1.60 1.200 1.00 1.00 1.00 0.38 342.62 1728.00 0.31 288.001.00 42.72 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.920 ft 1 0.446 0.334 1.60 1.200 1.00 1.00 1.00 0.84 770.90 1728.00 0.70 288.001.00 96.12 <br />1.00Length = 4.920 ft 2 0.446 0.334 1.60 1.200 1.00 1.00 1.00 0.84 770.90 1728.00 0.70 288.001.00 96.12 <br />1.00+D+0.750L+0.750S+0.450W+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.920 ft 1 0.198 0.148 1.60 1.200 1.00 1.00 1.00 0.38 342.62 1728.00 0.31 288.001.00 42.72 <br />1.00Length = 4.920 ft 2 0.198 0.148 1.60 1.200 1.00 1.00 1.00 0.38 342.62 1728.00 0.31 288.001.00 42.72 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.920 ft 1 0.198 0.148 1.60 1.200 1.00 1.00 1.00 0.38 342.62 1728.00 0.31 288.001.00 42.72 <br />1.00Length = 4.920 ft 2 0.198 0.148 1.60 1.200 1.00 1.00 1.00 0.38 342.62 1728.00 0.31 288.001.00 42.72 <br />1.00+0.60D+0.60W+0.60H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.920 ft 1 0.119 0.089 1.60 1.200 1.00 1.00 1.00 0.23 205.57 1728.00 0.19 288.001.00 25.63 <br />1.00Length = 4.920 ft 2 0.119 0.089 1.60 1.200 1.00 1.00 1.00 0.23 205.57 1728.00 0.19 288.001.00 25.63 <br />1.00+0.60D+0.70E+0.60H 1.200 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 4.920 ft 1 0.119 0.089 1.60 1.200 1.00 1.00 1.00 0.23 205.57 1728.00 0.19 288.001.00 25.63 <br />1.00Length = 4.920 ft 2 0.119 0.089 1.60 1.200 1.00 1.00 1.00 0.23 205.57 1728.00 0.19 288.001.00 25.63 <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 0.0240 2.089 0.0000 0.000 <br />+D+Lr+H 2 0.0238 2.859 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 0.610 0.6102.034 <br />Overall MINimum 0.381 0.3811.271 <br />+D+H 0.229 0.2290.763 <br />+D+L+H 0.229 0.2290.763 <br />+D+Lr+H 0.610 0.6102.034 <br />+D+S+H 0.229 0.2290.763 <br />+D+0.750Lr+0.750L+H 0.515 0.5151.716 <br />+D+0.750L+0.750S+H 0.229 0.2290.763 <br />+D+0.60W+H 0.229 0.2290.763 <br />+D+0.70E+H 0.229 0.2290.763 <br />+D+0.750Lr+0.750L+0.450W+H 0.515 0.5151.716 <br />+D+0.750L+0.750S+0.450W+H 0.229 0.2290.763 <br />+D+0.750L+0.750S+0.5250E+H 0.229 0.2290.763 <br />+0.60D+0.60W+0.60H 0.137 0.1370.458 <br />+0.60D+0.70E+0.60H 0.137 0.1370.458 <br />D Only 0.229 0.2290.763 <br />Lr Only 0.381 0.3811.271 <br />H Only <br />Raymar Street - Santa Ana Page 54 of 116 <br />1306 W Raymar St <br />11/14/22