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General Beam <br />Affinity Design GroupLic. # : KW-06011953 <br />DESCRIPTION:FBD for TJI Joists <br />General Beam Properties <br />Elastic Modulus ksi29,000.0 <br />100.0 Span #1 in^4Area = in^2 Moment of Inertia = Span Length = 10.0 23.830 ft <br />. Service loads entered. Load Factors will be applied for calculations.Applied Loads <br />Load for Span Number 1 <br />Uniform Load : D = 0.0120, L = 0.040 ksf, Extent = 0.0 -->> 18.750 ft, Tributary Width = 1.333 ft, (Distributed Floor Loads) <br />Uniform Load : D = 0.0120 ksf, Extent = 18.750 -->> 23.830 ft, Tributary Width = 1.333 ft, (Dead Load Only) <br />Point Load : D = 0.2307, Lr = 0.1734 k @ 18.750 ft, (Point Load of 2nd Floor Bearing Wall) <br />. DESIGN SUMMARY <br />Maximum Bending = <br />Load Combination +D+L+H <br />Span # where maximum occurs Span # 1 <br />Location of maximum on span 12.153 ft <br />0.8462 k <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1 <br />Load Combination +D+L+H <br />Maximum Shear = <br />0.000 ft <br />5.165 k-ft <br />Maximum Deflection <br />Max Downward Transient Deflection 0.120 in 2376 <br />Max Upward Transient Deflection 0.000 in 0 <br />Max Downward Total Deflection 0.184 in 1553 <br />Max Upward Total Deflection 0.001 in 498646 <br />.Maximum Forces & Stresses for Load Combinations <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 />Overall MAXimum Envelope <br />Dsgn. L = 23.83 ft 1 5.17 5.17 0.85 <br />+D+H <br />Dsgn. L = 23.83 ft 1 1.80 1.80 0.37 <br />+D+L+H <br />Dsgn. L = 23.83 ft 1 5.17 5.17 0.85 <br />+D+Lr+H <br />Dsgn. L = 23.83 ft 1 2.39 2.39 0.51 <br />+D+S+H <br />Dsgn. L = 23.83 ft 1 1.80 1.80 0.37 <br />+D+0.750Lr+0.750L+H <br />Dsgn. L = 23.83 ft 1 4.66 4.66 0.77 <br />+D+0.750L+0.750S+H <br />Dsgn. L = 23.83 ft 1 4.31 4.31 0.69 <br />+D+0.60W+H <br />Dsgn. L = 23.83 ft 1 1.80 1.80 0.37 <br />+D+0.70E+H <br />Dsgn. L = 23.83 ft 1 1.80 1.80 0.37 <br />+D+0.750Lr+0.750L+0.450W+H <br />Dsgn. L = 23.83 ft 1 4.66 4.66 0.77 <br />+D+0.750L+0.750S+0.450W+H <br />Dsgn. L = 23.83 ft 1 4.31 4.31 0.69 <br />+D+0.750L+0.750S+0.5250E+H <br />Dsgn. L = 23.83 ft 1 4.31 4.31 0.69 <br />+0.60D+0.60W+0.60H <br />Dsgn. L = 23.83 ft 1 1.08 1.08 0.22 <br />+0.60D+0.70E+0.60H <br />Raymar Street - Santa Ana Page 19 of 116 <br />1306 W Raymar St <br />11/14/22