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Wood Beam <br />LIC# : KW-06013476, Build:20.23.07.20 The Stane Corporation (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:HIP BEAM 3 <br />Project File: 3 - CLEMENSEN ENERCALC.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+0.60D 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 14.527 ft 1 0.192 0.066 1.60 1.200 1.001.00 1.00 1.38 331.2 1,728.0 0.41 288.01.00 19.11.00 <br />1.00Length = 0.05321 ft 1 0.002 0.066 1.60 1.200 1.001.00 1.00 0.01 3.3 1,728.0 0.25 288.01.00 19.11.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.5217 7.024 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 1.810 0.931 <br />Max Upward from Load Combinations 1.810 0.931 <br />Max Upward from Load Cases 1.006 0.503 <br />D Only 0.804 0.428 <br />+D+Lr 1.810 0.931 <br />+D+0.750Lr 1.559 0.805 <br />+0.60D 0.483 0.257 <br />Lr Only 1.006 0.503 <br />1506 E Clemensen Ave & <br />#212/12/2024