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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Steel Beam Project File:Everett Storage.ec6 <br /> LIC#:KW-06016450,Build:20.23.05.22 QUANTUM CONSULTING ENGINEERS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Girder <br /> Maximum Forces& Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values <br /> Segment Length Span# M V max Mu+ max Mu- Mu Max Mnx Phi`Mnx Cb Rm VuMax Vnx Phi'Vnx <br /> Dsgn.L= 50.00 ft 2 0.988 0.150 393.09 -13.16 393.09 442.17 397.95 1.00 1.00 32.50 216.30 216.30 <br /> Dsgn.L= 4.50 ft 3 0.033 0.027 -13.16 13.16 442.17 397.95 1.00 1.00 5.85 216.30 216.30 <br /> +1.20D+0.70S <br /> Dsgn.L= 4.50 ft 1 0.019 0.085 -7.47 7.47 442.17 397.95 1.00 1.00 18.44 216.30 216.30 <br /> Dsgn.L= 50.00 ft 2 0,560 0.085 223.00 -7.47 223.00 442.17 397.95 1.00 1.00 18.44 216.30 216.30 <br /> Dsgn.L= 4.50 ft 3 0.019 0.015 -7.47 7.47 442.17 397.95 1.00 1.00 3.32 216.30 216.30 <br /> +0.90D <br /> Dsgn.L= 4.50 ft 1 0.006 0.026 -2.28 2.28 442.17 397.95 1.00 1.00 5.63 216.30 216.30 <br /> Dsgn.L= 50.00 ft 2 0.171 0.026 68.03 -2.28 68.03 442.17 397.95 1.00 1.00 5.63 216.30 216.30 <br /> Dsgn.L= 4.50 ft 3 0.006 0.005 -2.28 2.28 442.17 397.95 1.00 1.00 1.01 216.30 216.30 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> 1 0.0000 0.000 +D+S 1.2095 0.000 <br /> +D+S 2 4.2973 25.333 0.0000 0.000 <br /> 3 0.0000 25.333 +D+S -1.2095 4.500 <br /> Vertical Reactions Support notation: Far left is#' Values in KIPS <br /> Load Combination Support 1 Support 2 Support 3 Support 4 <br /> Max Upward from all Load Conditions 25.813 25.813 <br /> Max Upward from Load Combinations 25.813 25.813 <br /> Max Upward from Load Cases 18.438 18.438 <br /> D Only 7.375 7.375 <br /> +D+S 25.813 25.813 <br /> +D+0.750S 21.203 21.203 <br /> +0.60D 4,425 4.425 <br /> S Only 18.438 18.438 <br />