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General Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:FBD for TJI Joists <br />Span # <br />Summary of Moment Values (k-ft)Load Combination Shear Values (k)Max Stress Ratios <br />M V Mmax - Mmax + Rm VnxMa - Max Mnx/Omega Cb Va Max Mnx Vnx/OmegaSegment Length <br />Dsgn. L = 23.83 ft 1 1.08 1.08 0.22 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.1841 12.034 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 0.846 0.769 <br />Overall MINimum <br />+D+H 0.240 0.372 <br />+D+L+H 0.846 0.765 <br />+D+Lr+H 0.277 0.509 <br />+D+S+H 0.240 0.372 <br />+D+0.750Lr+0.750L+H 0.722 0.769 <br />+D+0.750L+0.750S+H 0.695 0.667 <br />+D+0.60W+H 0.240 0.372 <br />+D+0.70E+H 0.240 0.372 <br />+D+0.750Lr+0.750L+0.450W+H0.722 0.769 <br />+D+0.750L+0.750S+0.450W+H 0.695 0.667 <br />+D+0.750L+0.750S+0.5250E+H0.695 0.667 <br />+0.60D+0.60W+0.60H 0.144 0.223 <br />+0.60D+0.70E+0.60H 0.144 0.223 <br />D Only 0.240 0.372 <br />Lr Only 0.037 0.136 <br />L Only 0.606 0.393 <br />S Only <br />W Only <br />E Only <br />H Only <br />Raymar Street - Santa Ana Page 20 of 116 <br />1306 W Raymar St <br />11/14/22