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Steel Beam <br />STORAGE RACK ENGINEERING, INC.Lic. # : KW-06008597 <br />DESCRIPTION:ROLL UP DOOR BEAM TS <br />Title Block Line 1 <br />You can change this area <br />using the "Settings" menu item <br />and then using the "Printing & <br />Title Block" selection. <br />Title Block Line 6 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.10.31 <br />File: AXIOM MATERIALS INC 23-1019-4 COLUMN AND BEAM.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 24 OCT 2023, 12:54PM <br />Project Descr: <br />Span # <br />Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios <br />M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length <br />Dsgn. L = 10.00 ft 1 0.193 0.026 2.26 2.26 19.54 11.70 1.17 1.00 0.81 51.37 30.76 <br />+0.60D+0.60W+0.60H <br />Dsgn. L = 10.00 ft 1 0.116 0.016 1.35 1.35 19.54 11.70 1.17 1.00 0.48 51.37 30.76 <br />+0.60D+0.70E+0.60H <br />Dsgn. L = 10.00 ft 1 0.116 0.016 1.35 1.35 19.54 11.70 1.17 1.00 0.48 51.37 30.76 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />D Only 1 0.2078 5.029 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 0.808 0.808 <br />Overall MINimum 0.485 0.485 <br />+D+H 0.808 0.808 <br />+D+L+H 0.808 0.808 <br />+D+Lr+H 0.808 0.808 <br />+D+S+H 0.808 0.808 <br />+D+0.750Lr+0.750L+H 0.808 0.808 <br />+D+0.750L+0.750S+H 0.808 0.808 <br />+D+0.60W+H 0.808 0.808 <br />+D+0.70E+H 0.808 0.808 <br />+D+0.750Lr+0.750L+0.450W+H 0.808 0.808 <br />+D+0.750L+0.750S+0.450W+H 0.808 0.808 <br />+D+0.750L+0.750S+0.5250E+H 0.808 0.808 <br />+0.60D+0.60W+0.60H 0.485 0.485 <br />+0.60D+0.70E+0.60H 0.485 0.485 <br />D Only 0.808 0.808 <br />H Only <br />Page 42 of 68 <br />2331 S Pullman St <br />2/18/2025