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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 Reinforced Check (EW Roof Screen Support) <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 0.396 0.100 1.60 1.000 1.001.00 1.00 7.17 634.0 1,600.0 1.03 288.01.00 28.91.00 <br />1.00+D+0.750Lr+0.450W 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.525 0.172 1.60 1.000 1.001.00 1.00 9.49 839.3 1,600.0 1.76 288.01.00 49.51.00 <br />1.00+D+0.750Lr-0.450W 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.565 0.161 1.60 1.000 1.001.00 1.00 10.22 904.1 1,600.0 1.65 288.01.00 46.41.00 <br />1.00+D+0.450W 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.329 0.106 1.60 1.000 1.001.00 1.00 5.96 526.8 1,600.0 1.09 288.01.00 30.61.00 <br />1.00+D-0.450W 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.365 0.096 1.60 1.000 1.001.00 1.00 6.60 584.0 1,600.0 0.98 288.01.00 27.61.00 <br />1.00+0.60D+0.60W 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.241 0.074 1.60 1.000 1.001.00 1.00 4.35 384.9 1,600.0 0.76 288.01.00 21.31.00 <br />1.00+0.60D-0.60W 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.288 0.068 1.60 1.000 1.001.00 1.00 5.21 460.5 1,600.0 0.69 288.01.00 19.51.00 <br />1.00+0.60D 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 19.50 ft 1 0.166 0.056 1.60 1.000 1.001.00 1.00 3.00 265.1 1,600.0 0.57 288.01.00 16.01.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.3914 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 1.970 2.079 <br />Max Upward from Load Combinations 1.970 2.079 <br />Max Upward from Load Cases 1.022 1.057 <br />Max Downward from all Load Conditio -0.316 <br />Max Downward from Load Cases (Resis -0.316 <br />D Only 0.948 1.057 <br />+D+Lr 1.970 2.079 <br />+D+0.750Lr 1.714 1.824 <br />+D+0.60W 0.759 1.247 <br />+D+0.750Lr+0.450W 1.572 1.966 <br />+D+0.450W 0.806 1.199 <br />+0.60D+0.60W 0.379 0.824 <br />+0.60D 0.569 0.634 <br />Lr Only 1.022 1.022 <br />W Only -0.316 0.316 <br />3009 S Daimler St <br />11/18/2024