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Wood Beam <br />LIC# : KW-06014251, Build:20.23.08.30 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:7 - HDR. <br />Project File: Member Check.ec6 <br />Project Title: <br />Engineer: <br />Pro ect 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+0.750L 1.500 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 3.0 ft 1 0.441 0.242 1.15 1.500 1.001.00 1.00 0.41 684.3 1,552.5 0.41 207.01.00 50.21.00 <br />1.00+0.60D 1.500 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 3.0 ft 1 0.119 0.068 1.60 1.500 1.001.00 1.00 0.15 256.0 2,160.0 0.16 288.01.00 19.51.00 <br />1.00+1.148D 1.500 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 3.0 ft 1 0.227 0.130 1.60 1.500 1.001.00 1.00 0.29 490.0 2,160.0 0.31 288.01.00 37.41.00 <br />1.00+1.111D+0.750L 1.500 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 3.0 ft 1 0.339 0.187 1.60 1.500 1.001.00 1.00 0.44 731.7 2,160.0 0.44 288.01.00 53.81.00 <br />1.00+0.4516D 1.500 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 3.0 ft 1 0.089 0.051 1.60 1.500 1.001.00 1.00 0.11 192.7 2,160.0 0.12 288.01.00 14.71.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.0344 1.544 0.0000 0.000 <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 0.448 0.519 <br />Max Upward from Load Combinations 0.448 0.519 <br />Max Upward from Load Cases 0.287 0.312 <br />D Only 0.287 0.312 <br />+D+L 0.448 0.519 <br />+D+Lr 0.327 0.352 <br />+D+0.750Lr+0.750L 0.438 0.497 <br />+D+0.750L 0.408 0.467 <br />+0.60D 0.172 0.187 <br />Lr Only 0.040 0.040 <br />L Only 0.161 0.207 <br />18