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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 />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 20.750 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 k/ft, Extent = 0.0 -->> 18.670 ft, Tributary Width = 1.0 ft, (Distributed Floor Loads) <br />Point Load : D = 0.1920 k @ 18.750 ft, (Exterior Wall Loads) <br />Point Load : D = 0.0960, Lr = 0.160 k @ 18.750 ft, (Upper Roof Loads) <br />Point Load : D = 0.0530, Lr = 0.0880 k @ 18.750 ft, (Low Roof Loads) <br />Uniform Load : D = 0.0080, L = 0.010 ksf, Extent = 0.0 -->> 18.670 ft, Tributary Width = 8.50 ft, (Ceiling Loads) <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 10.479 ft <br />2.138 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 />11.153 k-ft <br />Maximum Deflection <br />Max Downward Transient Deflection 0.177 in 1407 <br />Max Upward Transient Deflection 0.000 in 0 <br />Max Downward Total Deflection 0.301 in 827 <br />Max Upward Total Deflection 0.001 in 212962 <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 = 20.75 ft 1 11.15 11.15 2.14 <br />+D+H <br />Dsgn. L = 20.75 ft 1 4.56 4.56 0.98 <br />+D+L+H <br />Dsgn. L = 20.75 ft 1 11.15 11.15 2.14 <br />+D+Lr+H <br />Dsgn. L = 20.75 ft 1 4.82 4.82 1.20 <br />+D+S+H <br />Dsgn. L = 20.75 ft 1 4.56 4.56 0.98 <br />+D+0.750Lr+0.750L+H <br />Dsgn. L = 20.75 ft 1 9.69 9.69 1.94 <br />+D+0.750L+0.750S+H <br />Dsgn. L = 20.75 ft 1 9.50 9.50 1.82 <br />+D+0.60W+H <br />Dsgn. L = 20.75 ft 1 4.56 4.56 0.98 <br />+D+0.70E+H <br />Dsgn. L = 20.75 ft 1 4.56 4.56 0.98 <br />+D+0.750Lr+0.750L+0.450W+H <br />Dsgn. L = 20.75 ft 1 9.69 9.69 1.94 <br />+D+0.750L+0.750S+0.450W+H <br />Raymar Street - Santa Ana Page 21 of 116 <br />1306 W Raymar St <br />11/14/22