Laserfiche WebLink
Wood Beam <br />LIC# : KW-06014251, Build:20.23.08.30 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:2 - 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 />1.00Length = 3.0 ft 1 0.405 0.239 1.15 1.500 1.001.00 1.00 0.37 628.2 1,552.5 0.40 207.01.00 49.51.00 <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 0.154 0.091 1.60 1.500 1.001.00 1.00 0.20 331.7 2,160.0 0.21 288.01.00 26.11.00 <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 0.294 0.174 1.60 1.500 1.001.00 1.00 0.38 634.8 2,160.0 0.41 288.01.00 50.01.00 <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 0.319 0.189 1.60 1.500 1.001.00 1.00 0.41 689.7 2,160.0 0.44 288.01.00 54.31.00 <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 0.116 0.068 1.60 1.500 1.001.00 1.00 0.15 249.6 2,160.0 0.16 288.01.00 19.71.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0451 1.511 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 0.739 0.739 <br />Max Upward from Load Combinations 0.739 0.739 <br />Max Upward from Load Cases 0.439 0.439 <br />D Only 0.439 0.439 <br />+D+L 0.519 0.519 <br />+D+Lr 0.739 0.739 <br />+D+0.750Lr+0.750L 0.724 0.724 <br />+D+0.750L 0.499 0.499 <br />+0.60D 0.263 0.263 <br />Lr Only 0.300 0.300 <br />L Only 0.080 0.080 <br />7