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General Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:FBD for TJI Joists (Conservative w/ All Loads including Live - Failing Analysis) <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 = 20.75 ft 1 9.50 9.50 1.82 <br />+D+0.750L+0.750S+0.5250E+H <br />Dsgn. L = 20.75 ft 1 9.50 9.50 1.82 <br />+0.60D+0.60W+0.60H <br />Dsgn. L = 20.75 ft 1 2.74 2.74 0.59 <br />+0.60D+0.70E+0.60H <br />Dsgn. L = 20.75 ft 1 2.74 2.74 0.59 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.3010 10.479 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 2.138 2.030 <br />Overall MINimum <br />+D+H 0.855 0.980 <br />+D+L+H 2.138 2.030 <br />+D+Lr+H 0.878 1.204 <br />+D+S+H 0.855 0.980 <br />+D+0.750Lr+0.750L+H 1.835 1.936 <br />+D+0.750L+0.750S+H 1.817 1.768 <br />+D+0.60W+H 0.855 0.980 <br />+D+0.70E+H 0.855 0.980 <br />+D+0.750Lr+0.750L+0.450W+H1.835 1.936 <br />+D+0.750L+0.750S+0.450W+H 1.817 1.768 <br />+D+0.750L+0.750S+0.5250E+H1.817 1.768 <br />+0.60D+0.60W+0.60H 0.513 0.588 <br />+0.60D+0.70E+0.60H 0.513 0.588 <br />D Only 0.855 0.980 <br />Lr Only 0.024 0.224 <br />L Only 1.284 1.050 <br />S Only <br />W Only <br />E Only <br />H Only <br />Raymar Street - Santa Ana Page 22 of 116 <br />1306 W Raymar St <br />11/14/22