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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) - (E) 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 0.284 0.061 1.60 0.900 1.001.00 1.00 2.49 408.6 1,440.0 0.38 288.01.00 17.41.00 <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 = 19.50 ft 1 0.380 0.098 1.60 0.900 1.001.00 1.00 3.33 547.0 1,440.0 0.62 288.01.00 28.11.00 <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 = 19.50 ft 1 0.415 0.097 1.60 0.900 1.001.00 1.00 3.64 597.0 1,440.0 0.62 288.01.00 28.01.00 <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 = 19.50 ft 1 0.232 0.058 1.60 0.900 1.001.00 1.00 2.04 334.7 1,440.0 0.37 288.01.00 16.81.00 <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 = 19.50 ft 1 0.261 0.058 1.60 0.900 1.001.00 1.00 2.29 375.5 1,440.0 0.37 288.01.00 16.61.00 <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 = 19.50 ft 1 0.172 0.041 1.60 0.900 1.001.00 1.00 1.51 248.0 1,440.0 0.26 288.01.00 11.81.00 <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 = 19.50 ft 1 0.208 0.041 1.60 0.900 1.001.00 1.00 1.83 300.0 1,440.0 0.26 288.01.00 11.71.00 <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 = 19.50 ft 1 0.119 0.030 1.60 0.900 1.001.00 1.00 1.04 170.9 1,440.0 0.19 288.01.00 8.71.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.2977 9.821 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 0.728 0.732 <br />Max Upward from Load Combinations 0.728 0.732 <br />Max Upward from Load Cases 0.374 0.374 <br />Max Downward from all Load Conditio -0.117 <br />Max Downward from Load Cases (Resis -0.117 <br />D Only 0.353 0.357 <br />+D+Lr 0.728 0.732 <br />+D+0.750Lr 0.634 0.638 <br />+D+0.60W 0.283 0.427 <br />+D+0.750Lr+0.450W 0.582 0.691 <br />+D+0.450W 0.301 0.410 <br />+0.60D+0.60W 0.142 0.284 <br />+0.60D 0.212 0.214 <br />Lr Only 0.374 0.374 <br />W Only -0.117 0.117 <br />3009 S Daimler St <br />11/18/2024