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General Beam Analysis <br />LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:2x4 w hangering <br />Project File: Member Check.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />General Beam Properties <br />Elastic Modulus ksi29,000.0 <br />100.0Span #1 in^4Area =in^2 Moment of Inertia =Span Length =10.08.0 ft <br />.Service loads entered. Load Factors will be applied for calculations.Applied Loads <br />Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (roof) <br />Point Load : D = 0.090 k @ 1.50 ft <br />.DESIGN SUMMARY <br />Maximum Bending = <br />Load Combination +D+Lr <br />Span # where maximum occurs Span # 1 <br />Location of maximum on span 3.720 ft <br />0.3131 k <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1 <br />Load Combination +D+Lr <br />Maximum Shear = <br />0.000 ft <br />0.550 k-ft <br />Maximum Deflection <br />Max Downward Transient Deflection 0.001 in 74921 <br />Max Upward Transient Deflection 0.000 in 0 <br />Max Downward Total Deflection 0.002 in 42996 <br />Max Upward Total Deflection 0.000 in 6186299 <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 MaxMnx Vnx/OmegaSegment Length <br />Overall MAXimum Envelope <br />Dsgn. L = 8.00 ft 1 0.55 0.55 0.31 <br />D Only <br />Dsgn. L = 8.00 ft 1 0.23 0.23 0.15 <br />+D+Lr <br />Dsgn. L = 8.00 ft 1 0.55 0.55 0.31 <br />+D+0.750Lr <br />Dsgn. L = 8.00 ft 1 0.47 0.47 0.27 <br />+0.60D <br />Dsgn. L = 8.00 ft 1 0.14 0.14 0.09 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0022 3.960 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 0.313 0.257 <br />Overall MINimum <br />D Only 0.153 0.097 <br />+D+Lr 0.313 0.257 <br />+D+0.750Lr 0.273 0.217 <br />+0.60D 0.092 0.058 <br />Lr Only 0.160 0.160 <br />1821 E Newport Cir <br />12/23/2024