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Wood Beam <br />LIC# : KW-06017366, Build:20.24.12.17 B&J HBK, INC. (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:RTU Support <br />Project File: KPRS McGuff TI.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00Length = 40.0 ft 1 0.139 0.047 1.60 0.946 1.001.00 1.00 8.63 547.8 3,936.8 0.90 456.01.00 21.41.00 <br />. <br />LocationLoad CombinationMax. LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+Lr1 2.3422 20.000 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 2.896 2.690 <br />Max Upward from Load Combinations 2.896 2.690 <br />Max Upward from Load Cases 1.596 1.390 <br />D Only 1.596 1.390 <br />+D+Lr 2.896 2.690 <br />+D+0.750Lr 2.571 2.365 <br />+0.60D 0.958 0.834 <br />Lr Only 1.300 1.300