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rMax Moment Increase: 0.89% Project Title: <br /> Max Shear Increase: 0.83% Pnginee <br /> Project IDD <br /> : <br /> Max Reaction Increase: 0.83% Project Descr: <br /> General Beam Analysis Project File:230803_enercalctrib_210208_s2306010.ec6 <br /> LIC#:KW-06017385,Build:20.23.08.30 SOUND STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: (E-2)+ Lighting Truss <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 in^4 <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 /> D(0.4125) `. ... <br /> O C <br /> I X <br /> Span=35.667 ft <br /> I i <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 /> Uniform Load : D=0.01250 k/ft, Extent=7.833-->>27.833 ft, Tributary Width= 1.0 ft, (Lighting Truss) <br /> DESIGN SUMMARY <br /> Maximum Bending= 125.454 k-ft Maximum Shear= 15.250 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 17.608 ft Location of maximum on span 0.000 ft <br /> Maximum Deflection <br /> Max Downward Transient Deflection 7.869 in 54 <br /> Max Upward Transient Deflection 0.313 in 1366 <br /> Max Downward Total Deflection 9.840 in 43 <br /> Max Upward Total Deflection 0.047 in 9113 <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 1 125.45 125.45 15.25 <br /> D Only <br /> Dsgn.L= 35.67 ft 1 25.15 25.15 3.00 <br /> +D+S <br /> Dsgn.L= 35.67 ft 1 125.45 125.45 15.25 <br /> +D+0.7505 <br /> Dsgn.L= 35.67 ft 1 100.38 100.38 12.19 <br /> +0.60D <br /> Dsgn.L= 35.67 ft 1 15.09 15.09 1.80 <br /> +1.140D <br /> Dsgn.L= 35.67 ft 1 28.67 28.67 3.42 <br /> +1.105D+0.750S <br /> Dsgn.L= 35.67 ft 1 103.02 103.02 12.50 <br /> +0.460D <br /> Dsgn.L= 35.67 ft 1 11.57 11.57 1.38 <br /> 23 �� <br />