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Wood Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:BM-7 (Garage Beam Supporting Ridge) <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 />1.00+D+0.60W+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 20.670 ft 1 0.150 0.038 1.60 1.000 1.00 1.00 1.00 5.31 557.74 3720.00 0.62 496.001.00 18.95 <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 = 20.670 ft 1 0.150 0.038 1.60 1.000 1.00 1.00 1.00 5.31 557.74 3720.00 0.62 496.001.00 18.95 <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 = 20.670 ft 1 0.304 0.073 1.60 1.000 1.00 1.00 1.00 10.77 1,130.28 3720.00 1.19 496.001.00 36.35 <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 = 20.670 ft 1 0.165 0.044 1.60 1.000 1.00 1.00 1.00 5.85 613.78 3720.00 0.71 496.001.00 21.77 <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 = 20.670 ft 1 0.165 0.044 1.60 1.000 1.00 1.00 1.00 5.85 613.78 3720.00 0.71 496.001.00 21.77 <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 = 20.670 ft 1 0.090 0.023 1.60 1.000 1.00 1.00 1.00 3.19 334.64 3720.00 0.37 496.001.00 11.37 <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 = 20.670 ft 1 0.090 0.023 1.60 1.000 1.00 1.00 1.00 3.19 334.64 3720.00 0.37 496.001.00 11.37 <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 0.6096 10.335 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 1.284 1.283 <br />Overall MINimum 0.138 0.138 <br />+D+H 0.649 0.648 <br />+D+L+H 0.786 0.786 <br />+D+Lr+H 1.284 1.283 <br />+D+S+H 0.649 0.648 <br />+D+0.750Lr+0.750L+H 1.228 1.228 <br />+D+0.750L+0.750S+H 0.752 0.752 <br />+D+0.60W+H 0.649 0.648 <br />+D+0.70E+H 0.649 0.648 <br />+D+0.750Lr+0.750L+0.450W+H 1.228 1.228 <br />+D+0.750L+0.750S+0.450W+H 0.752 0.752 <br />+D+0.750L+0.750S+0.5250E+H 0.752 0.752 <br />+0.60D+0.60W+0.60H 0.389 0.389 <br />+0.60D+0.70E+0.60H 0.389 0.389 <br />D Only 0.649 0.648 <br />Lr Only 0.635 0.635 <br />L Only 0.138 0.138 <br />H Only <br />Raymar Street - Santa Ana Page 56 of 116 <br />1306 W Raymar St <br />11/14/22