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Wood Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:Window & Door Headers (First Floor & BM-8 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 />1.00+D+0.60W+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 6.250 ft 1 0.253 0.142 1.60 1.000 1.00 1.00 1.00 3.00 1,174.80 4640.00 1.12 464.001.00 66.07 <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 = 6.250 ft 1 0.582 0.347 1.60 1.000 1.00 1.00 1.00 6.90 2,701.57 4640.00 2.72 464.001.00 160.97 <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 = 6.250 ft 1 0.500 0.307 1.60 1.000 1.00 1.00 1.00 5.93 2,321.06 4640.00 2.41 464.001.00 142.31 <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 = 6.250 ft 1 0.152 0.085 1.60 1.000 1.00 1.00 1.00 1.80 704.88 4640.00 0.67 464.001.00 39.64 <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 = 6.250 ft 1 0.253 0.142 1.60 1.000 1.00 1.00 1.00 3.00 1,174.80 4640.00 1.12 464.001.00 66.07 <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 = 6.250 ft 1 0.500 0.307 1.60 1.000 1.00 1.00 1.00 5.93 2,321.06 4640.00 2.41 464.001.00 142.31 <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 = 6.250 ft 1 0.152 0.085 1.60 1.000 1.00 1.00 1.00 1.80 704.88 4640.00 0.67 464.001.00 39.64 <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 0.1775 3.148 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 3.174 3.210 <br />Overall MINimum 1.988 2.002 <br />+D+H 1.186 1.207 <br />+D+L+H 3.174 3.210 <br />+D+Lr+H 1.595 1.628 <br />+D+S+H 1.186 1.207 <br />+D+0.750Lr+0.750L+H 2.984 3.025 <br />+D+0.750L+0.750S+H 2.677 2.709 <br />+D+0.60W+H 1.186 1.207 <br />+D+0.750Lr+0.750L+0.450W+H 2.984 3.025 <br />+D+0.750L+0.750S+0.450W+H 2.677 2.709 <br />+0.60D+0.60W+0.60H 0.712 0.724 <br />+D+0.70E+0.60H 1.186 1.207 <br />+D+0.750L+0.750S+0.5250E+H 2.677 2.709 <br />+0.60D+0.70E+H 0.712 0.724 <br />D Only 1.186 1.207 <br />Lr Only 0.409 0.421 <br />L Only 1.988 2.002 <br />H Only <br />Raymar Street - Santa Ana Page 46 of 116 <br />1306 W Raymar St <br />11/14/22