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Project Title: t <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) Lighting Truss added <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 /> Dsgn.L= 7.17 ft 1 -22.65 22.65 4.15 <br /> Dsgn.L= 50.00 ft 2 28.43 -22.65 28.43 3.48 <br /> Dsgn.L= 3.75 ft 3 -10.27 10.27 2.74 <br /> +D+S <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+0.750S <br /> Dsgn.L= 7.17 ft 1 -92.17 92.17 17.01 <br /> Dsgn.L= 50.00 ft 2 122.71 -92.17 122.71 14.57 <br /> Dsgn.L= 3.75 ft 3 -39.07 39.07 10.42 <br /> +0.60D <br /> Dsgn.L= 7.17 ft 1 -13.59 13.59 2.49 <br /> Dsgn.L= 50.00 ft 2 17.06 -13.59 17.06 2.09 <br /> Dsgn.L= 3.75 ft 3 -6.16 6.16 1.64 <br /> +1.140D <br /> Dsgn.L= 7.17 ft 1 -25.82 25.82 4.73 <br /> Dsgn.L= 50.00 ft 2 32.42 -25.82 32.42 3.97 <br /> Dsgn.L= 3.75 ft 3 -11.71 11.71 3.12 <br /> +1.105D+0.750S <br /> Dsgn.L= 7.17 ft 1 -94.55 94.55 17.45 <br /> Dsgn.L= 50.00 ft 2 125.69 -94.55 125.69 14.94 <br /> Dsgn. L= 3.75 ft 3 -40.15 40.15 10.71 <br /> +0.460D <br /> Dsgn.L= 7.17 ft 1 -10.42 10.42 1.91 <br /> Dsgn.L= 50.00 ft 2 13.08 -10.42 13.08 1.60 <br /> Dsgn.L= 3.75 ft 3 -4.72 4.72 1.26 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span 1 <br /> 1 0.0000 0.000 +D+S -5.6897 0.000 <br /> +D+S 2 21.7632 25.949 0.0000 0.000 <br /> 3 0.0000 25.949 +D+S -4.7452 3.750 <br /> Vertical Reactions Support notation:Far left is#' Values in KIPS <br /> Load Combination Support 1 Support 2 Support 3 Support 4 <br /> Overall MAXimum 39.331 31.249 <br /> Overall MINimum <br /> D Only 7.572 6.217 <br /> +D+S 39.331 31.249 <br /> +D+0.750S 31.391 24.991 <br /> +0.60D 4.543 3.730 <br /> S Only 31.760 25.031 <br />