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Wood Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:Ceiling Joists <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+0.750Lr+0.750L+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 11.670 ft 1 0.259 0.070 1.60 1.300 1.15 1.00 1.00 0.35 556.87 2152.80 0.11 288.001.00 20.27 <br />1.00+D+0.750L+0.750S+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 11.670 ft 1 0.259 0.070 1.60 1.300 1.15 1.00 1.00 0.35 556.87 2152.80 0.11 288.001.00 20.27 <br />1.00+0.60D+0.60W+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 11.670 ft 1 0.080 0.022 1.60 1.300 1.15 1.00 1.00 0.11 172.45 2152.80 0.03 288.001.00 6.28 <br />1.00+D+0.70E+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 11.670 ft 1 0.134 0.036 1.60 1.300 1.15 1.00 1.00 0.18 287.41 2152.80 0.06 288.001.00 10.46 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 11.670 ft 1 0.259 0.070 1.60 1.300 1.15 1.00 1.00 0.35 556.87 2152.80 0.11 288.001.00 20.27 <br />1.00+0.60D+0.70E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 11.670 ft 1 0.080 0.022 1.60 1.300 1.15 1.00 1.00 0.11 172.45 2152.80 0.03 288.001.00 6.28 <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 0.3020 5.878 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 0.140 0.140 <br />Overall MINimum 0.078 0.078 <br />+D+H 0.062 0.062 <br />+D+L+H 0.140 0.140 <br />+D+Lr+H 0.062 0.062 <br />+D+S+H 0.062 0.062 <br />+D+0.750Lr+0.750L+H 0.120 0.120 <br />+D+0.750L+0.750S+H 0.120 0.120 <br />+D+0.60W+H 0.062 0.062 <br />+D+0.750Lr+0.750L+0.450W+H 0.120 0.120 <br />+D+0.750L+0.750S+0.450W+H 0.120 0.120 <br />+0.60D+0.60W+0.60H 0.037 0.037 <br />+D+0.70E+0.60H 0.062 0.062 <br />+D+0.750L+0.750S+0.5250E+H 0.120 0.120 <br />+0.60D+0.70E+H 0.037 0.037 <br />D Only 0.062 0.062 <br />L Only 0.078 0.078 <br />H Only <br />Raymar Street - Santa Ana Page 9 of 116 <br />1306 W Raymar St <br />11/14/22