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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-3) <br /> General Beam Properties <br /> Elastic Modulus 29,000.0 ksi <br /> Span#1 Span Length = 7.167 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in^4 <br /> Span#2 Span Length = 50.0 ft Area= 10.0 in^2 Moment of Inertia = 100.0 in^4 <br /> Span#3 Span Length = 3.750 ft Area= 10.0 in^2 Moment of Inertia = 100.0 inA4 <br /> D(2.875)S(12I s)15)S(49) 0(1.15)S(4.9) D(1.15)S(4.9) 13(1 15)S(4.9) 0(1.15)S(4.9) D(1.15)S(49) D(1.15I S(410.)/39)S(10.241) <br /> X X <br /> Span=7.167 Span=50.0 ft Span=3.750 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 @ 6.167 ft, ((2)Purlins) <br /> Point Load : D=2.875, S= 12.250 k @ 0.0 ft, ((E-2)) <br /> Load(s)for Span Number 2 <br /> Point Load: D= 1.150, S=4.90 k @ 7.0 ft, ((2)Purlins) <br /> Point Load : D= 1.150, S=4.90 k @ 15.0 ft, ((2)Purlins) <br /> Point Load: D= 1.150, S=4.90 k @ 23.0 ft, ((2)Purlins) <br /> Point Load: D= 1.150, S=4.90 k @ 31.0 ft, ((2)Purlins) <br /> Point Load : D= 1.150, S=4.90 k @ 39.0 ft, ((2)Purlins) <br /> Point Load: D= 1.150, S=4.90 k @ 47.0 ft, ((2)Purlins) <br /> Load(s)for Span Number 3 <br /> Point Load : D=2.739, S= 10.241 k @ 3.750 ft, (SE Supported GLB) <br /> DESIGN SUMMARY <br /> Maximum Bending= 154.605 k-ft Maximum Shear= 21.175 k <br /> Load Combination +D+S Load Combination +D+S <br /> Span#where maximum occurs Span#2 Span#where maximum occurs Span#1 <br /> Location of maximum on span 23.418 ft Location of maximum on span 6.169 ft <br /> Maximum Deflection <br /> Max Downward Transient Deflection 17.793 in 33 <br /> Max Upward Transient Deflection -3.898 in 22 <br /> Max Downward Total Deflection 21.849 in 27 <br /> Max Upward Total Deflection -4.762 in 18 <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= 7.17 ft 1 -114.45 114.45 21.18 <br /> Dsgn.L= 50.00 ft 2 154.61 -114.45 154.61 18.29 <br /> Dsgn.L= 3.75 ft 3 -48.67 48.67 12.98 <br /> D Only <br /> 25Jt4c <br />