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General Beam Analysis <br />LIC# : KW-06012910, Build:20.22.10.25 WestShore Design Engineers, P.C.(c) ENERCALC INC 1983-2022 <br />DESCRIPTION: New moment with panels (roof live load reducible where panels are) <br />Project File: Gravity.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />General Beam Properties <br />Elastic Modulus ksi29,000.0 <br />100.0 Span #1 in^4Area = in^2 Moment of Inertia = Span Length = 10.020.0 ft <br />Service loads entered. Load Factors will be applied for calculations.Applied Loads <br />Load for Span Number 1 <br />Uniform Load : D = 0.0050 ksf, Extent = 5.0 -->> 15.0 ft, Tributary Width = 20.0 ft, (Panels) <br />Uniform Load : Lr = 0.020 ksf, Extent = 0.0 -->> 5.0 ft, Tributary Width = 20.0 ft, (Existing Roof Live) <br />Uniform Load : Lr = 0.020 ksf, Extent = 15.0 -->> 20.0 ft, Tributary Width = 20.0 ft, (Existing Roof Live) <br />DESIGN SUMMARY <br />Maximum Bending = <br />Load Combination +D+Lr <br />Span # where maximum occurs Span # 1 <br />Location of maximum on span 10.000 ft <br />2.50 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 />8.750k-ft <br />Maximum Deflection <br />Max Downward Transient Deflection 0.144 in 1666 <br />Max Upward Transient Deflection 0.002 in 96666 <br />Max Downward Total Deflection 0.233 in 1029 <br />Max Upward Total Deflection 0.001 in 292929 <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 = 20.00 ft 1 8.75 8.75 2.50 <br />D Only <br />Dsgn. L = 20.00 ft 1 3.75 3.75 0.50 <br />+D+Lr <br />Dsgn. L = 20.00 ft 1 8.75 8.75 2.50 <br />+D+0.750Lr <br />Dsgn. L = 20.00 ft 1 7.50 7.50 2.00 <br />+0.60D <br />Dsgn. L = 20.00 ft 1 2.25 2.25 0.30 <br />Location in SpanLoad CombinationMax. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.2331 10.100 0.0000 0.000 <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 2.500 2.500 <br />Overall MINimum <br />D Only 0.500 0.500 <br />+D+Lr 2.500 2.500 <br />+D+0.750Lr 2.000 2.000 <br />+0.60D 0.300 0.300 <br />Lr Only 2.000 2.000 <br />Freeway Industrial Park <br />3900 West Segerstrom Ave. Santa Anna, CA <br />GRAVITY ANALYSIS <br />NEW ROOF MOMENT W/PANELS (LR REDUCIBLE WHERE PANELS EXIST) <br />3900 W <br />Segerstrom Ave - <br />101112076 & <br />20177413 <br />03/09/23