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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 (NS Roof Screen Support) -Reinforcing Member <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 />1.00+D-0.60W 0.900 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.051 0.029 1.60 0.900 1.001.00 1.00 0.45 73.7 1,440.0 0.18 288.01.00 8.31.00 <br />1.00+D+0.750Lr+0.450W 0.900 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.552 0.124 1.60 0.900 1.001.00 1.00 4.84 794.7 1,440.0 0.79 288.01.00 35.61.00 <br />1.00+D+0.750Lr-0.450W 0.900 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.197 0.060 1.60 0.900 1.001.00 1.00 1.73 284.3 1,440.0 0.38 288.01.00 17.31.00 <br />1.00+D+0.450W 0.900 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.394 0.088 1.60 0.900 1.001.00 1.00 3.46 566.8 1,440.0 0.56 288.01.00 25.21.00 <br />1.00+D-0.450W 0.900 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.044 0.024 1.60 0.900 1.001.00 1.00 0.38 62.9 1,440.0 0.15 288.01.00 6.91.00 <br />1.00+0.60D+0.60W 0.900 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.368 0.080 1.60 0.900 1.001.00 1.00 3.23 530.0 1,440.0 0.51 288.01.00 22.91.00 <br />1.00+0.60D-0.60W 0.900 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.124 0.036 1.60 0.900 1.001.00 1.00 1.09 178.2 1,440.0 0.23 288.01.00 10.31.00 <br />1.00+0.60D 0.900 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.129 0.033 1.60 0.900 1.001.00 1.00 1.13 186.2 1,440.0 0.21 288.01.00 9.61.00 <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 0.5205 11.000 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 0.907 0.834 <br />Max Upward from Load Combinations 0.907 0.834 <br />Max Upward from Load Cases 0.452 0.538 <br />D Only 0.452 0.338 <br />+D+Lr 0.790 0.676 <br />+D+0.750Lr 0.705 0.592 <br />+D+0.60W 0.721 0.661 <br />+D+0.750Lr+0.450W 0.907 0.834 <br />+D+0.450W 0.653 0.580 <br />+0.60D+0.60W 0.540 0.526 <br />+0.60D 0.271 0.203 <br />Lr Only 0.338 0.338 <br />W Only 0.448 0.538 <br />3009 S Daimler St <br />11/18/2024