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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) <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 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.065 0.038 1.60 1.000 1.001.00 1.00 1.17 103.6 1,600.0 0.39 288.01.00 11.11.00 <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 = 22.0 ft 1 0.556 0.156 1.60 1.000 1.001.00 1.00 10.06 889.8 1,600.0 1.60 288.01.00 45.01.00 <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 = 22.0 ft 1 0.189 0.068 1.60 1.000 1.001.00 1.00 3.43 303.2 1,600.0 0.69 288.01.00 19.51.00 <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 = 22.0 ft 1 0.391 0.109 1.60 1.000 1.001.00 1.00 7.08 626.0 1,600.0 1.12 288.01.00 31.41.00 <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 = 22.0 ft 1 0.032 0.026 1.60 1.000 1.001.00 1.00 0.57 50.6 1,600.0 0.27 288.01.00 7.51.00 <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 = 22.0 ft 1 0.371 0.102 1.60 1.000 1.001.00 1.00 6.72 594.0 1,600.0 1.05 288.01.00 29.51.00 <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 = 22.0 ft 1 0.138 0.049 1.60 1.000 1.001.00 1.00 2.49 220.6 1,600.0 0.50 288.01.00 14.11.00 <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 = 22.0 ft 1 0.124 0.037 1.60 1.000 1.001.00 1.00 2.25 198.7 1,600.0 0.38 288.01.00 10.81.00 <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 0.5060 11.080 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 1.763 1.735 <br />Max Upward from Load Combinations 1.763 1.735 <br />Max Upward from Load Cases 0.956 1.148 <br />D Only 0.789 0.675 <br />+D+Lr 1.514 1.400 <br />+D+0.750Lr 1.332 1.219 <br />+D+0.60W 1.362 1.364 <br />+D+0.750Lr+0.450W 1.763 1.735 <br />+D+0.450W 1.219 1.191 <br />+0.60D+0.60W 1.047 1.094 <br />+0.60D 0.473 0.405 <br />Lr Only 0.725 0.725 <br />W Only 0.956 1.148 <br />3009 S Daimler St <br />11/18/2024