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Steel Beam <br />LIC# : KW-06014368, Build:20.23.2.14 Core Structure, inc.(c) ENERCALC INC 1983-2022 <br />DESCRIPTION:SB2 @ TRASH ENCLOSURE <br />Core Structure, Inc. <br />23172 Plaza Pointe Drive <br />Suite 145 <br />Laguna Hills, CA 92653 <br />925-270-0755 <br />Project File: 23033 - Beam Trash.ec6 <br />Project Title:TOM'S JR <br />Engineer:A.T. <br />Project ID:23033 <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <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 = 15.46 ft 1 0.035 0.003 1.09 1.09 51.37 30.76 1.00 1.00 0.28 133.95 80.21 <br />Dsgn. L = 0.04 ft 1 0.000 0.003 0.01 0.01 51.37 30.76 1.00 1.00 0.28 133.95 80.21 <br />+1.089D <br />Dsgn. L = 15.46 ft 1 0.034 0.003 1.06 1.06 51.37 30.76 1.00 1.00 0.27 133.95 80.21 <br />Dsgn. L = 0.04 ft 1 0.000 0.003 0.01 0.01 51.37 30.76 1.00 1.00 0.27 133.95 80.21 <br />+0.4810D <br />Dsgn. L = 15.46 ft 1 0.015 0.002 0.47 0.47 51.37 30.76 1.00 1.00 0.12 133.95 80.21 <br />Dsgn. L = 0.04 ft 1 0.000 0.002 0.01 0.01 51.37 30.76 1.00 1.00 0.12 133.95 80.21 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.450W 1 0.0643 7.794 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 />Max Upward from all Load Conditions 0.423 0.423 1.289 -0.233 <br />Max Upward from Load Combinations 0.423 0.423 1.289 -0.233 <br />Max Upward from Load Cases 0.251 0.251 1.289 -0.233 <br />Max Downward from all Load Conditions (Resisting Uplift 1.289 -0.233 <br />Max Downward from Load Combinations (Resisting Uplift)1.289 -0.233 <br />Max Downward from Load Cases (Resisting Uplift)1.289 -0.233 <br />D Only 0.251 0.251 1.289 -0.233 <br />+D+Lr 0.406 0.406 1.289 -0.233 <br />+D+0.750Lr 0.367 0.367 1.289 -0.233 <br />+D+0.60W 0.325 0.325 1.289 -0.233 <br />+D+0.750Lr+0.450W 0.423 0.423 1.289 -0.233 <br />+D+0.450W 0.307 0.307 1.289 -0.233 <br />+0.60D+0.60W 0.225 0.225 1.289 -0.233 <br />+0.60D 0.151 0.151 1.289 -0.233 <br />Lr Only 0.155 0.155 1.289 -0.233 <br />W Only 0.124 0.124 1.289 -0.233 <br />8 <br />1430 E Edinger Ave <br />3/27/2025