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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> General Beam Analysis Project File:230803_enercalc trib_210208_s2306010.ec6 <br /> LIC#:KW-06017385,Build:20.23.08.30 SOUND STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: (E-2) <br /> General Beam Properties <br /> Elastic Modulus 29,000.0 ksi <br /> Span#1 Span Length = 35.667 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 <br /> D(1.15)S(4.9) D(1.15)S(4.9) D(1.15)S(4.9) D(1.15)S(4.9) D(1.15)S(4.9) <br /> x <br /> Span=35.667 ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Load(s)for Span Number 1 <br /> Point Load : D= 1.150, S=4.90 k @ 1.833 ft, ((2)Purlins) <br /> Point Load : D= 1.150, S=4.90 k @ 9.833 ft, ((2)Purlins) <br /> Point Load : D= 1.150, S=4.90 k @ 17.833 ft, ((2)Purlins) <br /> Point Load : D= 1.150, S=4.90 k @ 25.833 ft, ((2) Purlins) <br /> Point Load : D = 1.150, S=4.90 k @ 33.833 ft, ((2)Purlins) <br /> DESIGN SUMMARY <br /> Maximum Bending= 124.353 k-ft Maximum Shear= 15.125 k <br /> Load Combination +D+S Load Combination +D+S <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Location of maximum on span 17.774 ft Location of maximum on span 0.000 ft <br /> Maximum Deflection <br /> Max Downward Transient Deflection 7.753 in 55 <br /> Max Upward Transient Deflection 0.083 in 5173 <br /> Max Downward Total Deflection 9.572 in 44 <br /> Max Upward Total Deflection 0.012 in 36738 <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Summary of Moment Values (k-ft) Shear Values (k) <br /> Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega <br /> Overall MAXimum Envelope <br /> Dsgn.L= 35.67 ft 1 124.35 124.35 15.13 <br /> D Only <br /> Dsgn.L= 35.67 ft 1 23.64 23.64 2.88 <br /> +D+S <br /> Dsgn.L= 35.67 ft 1 124.35 124.35 15.13 <br /> +D+0.7505 <br /> Dsgn.L= 35.67 ft 1 99.17 99.17 12.06 <br /> +0.60D <br /> Dsgn.L= 35.67 ft 1 14.18 14.18 1.73 <br /> +1.140D <br /> Dsgn.L= 35.67 ft 1 26.95 26.95 3.28 <br /> +1.105D+0.7505 <br /> Dsgn.L= 35.67 ft 1 101.66 101.66 12.36 <br /> +0.460D <br /> Dsgn.L= 35.67 ft 1 10.87 10.87 1.32 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+S 1 9.5720 17.893 0.0000 0.000 <br /> 21 1401 <br />