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Wood Beam <br />LIC# : KW-06017366, Build:20.24.03.04 B&J HBK, INC. (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:(E) 4x16 Reinforcing Member Check (EW Roof Screen Support) - New Reinf <br />Project File: 3009 Daimler Cath Lab.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 = 19.50 ft 1 0.142 0.048 1.60 1.001 1.001.00 1.00 2.03 592.4 4,165.9 0.31 456.01.00 22.11.00 <br />1.00+D+0.750Lr+0.450W 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.186 0.080 1.60 1.001 1.001.00 1.00 2.65 774.4 4,165.9 0.51 456.01.00 36.61.00 <br />1.00+D+0.750Lr-0.450W 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.200 0.076 1.60 1.001 1.001.00 1.00 2.85 832.7 4,165.9 0.48 456.01.00 34.51.00 <br />1.00+D+0.450W 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.120 0.051 1.60 1.001 1.001.00 1.00 1.71 499.1 4,165.9 0.32 456.01.00 23.21.00 <br />1.00+D-0.450W 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.132 0.046 1.60 1.001 1.001.00 1.00 1.88 548.9 4,165.9 0.29 456.01.00 21.21.00 <br />1.00+0.60D+0.60W 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.086 0.035 1.60 1.001 1.001.00 1.00 1.23 359.3 4,165.9 0.22 456.01.00 15.91.00 <br />1.00+0.60D-0.60W 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.102 0.032 1.60 1.001 1.001.00 1.00 1.46 425.0 4,165.9 0.20 456.01.00 14.71.00 <br />1.00+0.60D 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.062 0.027 1.60 1.001 1.001.00 1.00 0.88 256.4 4,165.9 0.17 456.01.00 12.31.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.4158 9.892 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 0.554 0.582 <br />Max Upward from Load Combinations 0.554 0.582 <br />Max Upward from Load Cases 0.281 0.309 <br />Max Downward from all Load Conditio -0.083 <br />Max Downward from Load Cases (Resis -0.083 <br />D Only 0.281 0.309 <br />+D+Lr 0.554 0.582 <br />+D+0.750Lr 0.485 0.514 <br />+D+0.60W 0.231 0.359 <br />+D+0.750Lr+0.450W 0.448 0.551 <br />+D+0.450W 0.243 0.347 <br />+0.60D+0.60W 0.118 0.235 <br />+0.60D 0.168 0.186 <br />Lr Only 0.273 0.273 <br />W Only -0.083 0.083 <br />3009 S Daimler St <br />11/18/2024