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Wood Beam <br />LIC# : KW-06017148, Build:20.24.06.04 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:B7 <br />Project File: ENERCALC_20 <br />Project Title:Engineer:Project ID:Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00Length = 17.750 ft 1 0.120 0.067 1.60 1.007 1.001.00 1.00 5.17 560.5 4,673.4 1.23 464.01.00 31.21.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.6823 8.033 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 4.809 1.811 <br />Max Upward from Load Combinations 4.809 1.811 <br />Max Upward from Load Cases 2.589 1.057 <br />D Only 2.220 1.057 <br />+D+Lr 4.809 1.811 <br />+D+0.750Lr 4.162 1.622 <br />+0.60D 1.332 0.634 <br />Lr Only 2.589 0.754 <br />29