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• <br /> Max Moment Increase: 0.31 Project Title: <br /> % <br /> Engineer: <br /> Max Shear Increase: 0.59% Project ID: <br /> Max Reaction Increase: 0.57% 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) Lighting Truss added <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 inA4 <br /> Span#3 Span Length = 3.750 ft Area= 10.0 in"2 Moment of Inertia = 100.0 in^4 <br /> D(3)S(12.2F)X1.15)S(4 9) 0(1.151 S(4.9) D(1.15)S(4 9) D(1_15)S(4 9) D(1.15)S(4 9) D(1.151 S(4.9) D(1.151 S(F44.739)„(10.241) <br /> X .. X. <br /> Span=7.167 ft Span=50.0 ft Spaan=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=3.0, 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= 154.129 k-ft Maximum Shear= 21.30 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 21.763 in 27 <br /> Max Upward Total Deflection -4.745 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 -115.34 115.34 21.30 <br /> Dsgn.L= 50.00 ft 2 154.13 -115.34 154.13 18.27 <br /> Dsgn.L= 3.75 ft 3 -48.67 48.67 12.98 <br /> D Only <br />