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Wood Beam <br />LIC# : KW-06019842, Build:20.24.08.01 Structural Engineering Consultants (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Floor Beam: 1B3 <br />Project File: Design Check_2 Story.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 = 13.670 ft 1 0.188 0.142 1.25 1.001 1.041.00 1.00 4.87 710.4 3,774.4 1.42 362.51.00 51.31.00 <br />1.00+D+0.750Lr+0.750L 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.670 ft 1 0.419 0.290 1.25 1.001 1.041.00 1.00 10.85 1,582.5 3,774.4 2.91 362.51.00 105.01.00 <br />1.00+D+0.750L 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.670 ft 1 0.416 0.282 1.15 1.001 1.041.00 1.00 9.91 1,445.6 3,472.4 2.60 333.51.00 94.01.00 <br />1.00+0.60D 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.670 ft 1 0.065 0.047 1.60 1.001 1.041.00 1.00 2.17 315.9 4,831.2 0.61 464.01.00 22.01.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L 1 0.4182 6.885 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 3.469 3.599 <br />Max Upward from Load Combinations 3.469 3.599 <br />Max Upward from Load Cases 2.461 2.461 <br />D Only 1.009 1.139 <br />+D+L 3.469 3.599 <br />+D+Lr 1.343 1.575 <br />+D+0.750Lr+0.750L 3.105 3.311 <br />+D+0.750L 2.854 2.984 <br />+0.60D 0.605 0.683 <br />Lr Only 0.334 0.436 <br />L Only 2.461 2.461 <br />Pa e 18 of 39