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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: 1B1 <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 />1.00+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 = 13.250 ft 1 0.135 0.090 1.25 1.001 1.041.00 1.00 3.50 510.6 3,774.4 0.90 362.51.00 32.61.00 <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 = 13.250 ft 1 0.099 0.066 1.15 1.001 1.041.00 1.00 2.35 342.6 3,472.4 0.61 333.51.00 21.91.00 <br />1.00+D+0.60W 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.250 ft 1 0.179 0.104 1.60 1.001 1.041.00 1.00 5.93 864.9 4,831.2 1.34 464.01.00 48.41.00 <br />1.00+D+0.70E 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.250 ft 1 0.469 0.264 1.60 1.001 1.041.00 1.00 15.54 2,266.9 4,831.2 3.39 464.01.00 122.51.00 <br />1.00+D+0.750Lr+0.750L+0.450W 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.250 ft 1 0.202 0.123 1.60 1.001 1.041.00 1.00 6.68 974.4 4,831.2 1.58 464.01.00 57.11.00 <br />1.00+D+0.750L+0.450W 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.250 ft 1 0.167 0.100 1.60 1.001 1.041.00 1.00 5.53 806.4 4,831.2 1.28 464.01.00 46.41.00 <br />1.00+D+0.750L+0.5250E 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.250 ft 1 0.385 0.220 1.60 1.001 1.041.00 1.00 12.73 1,857.7 4,831.2 2.82 464.01.00 101.91.00 <br />1.00+0.60D+0.60W 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.250 ft 1 0.159 0.091 1.60 1.001 1.041.00 1.00 5.25 766.4 4,831.2 1.17 464.01.00 42.11.00 <br />1.00+0.60D+0.70E 1.001 1.041.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 13.250 ft 1 0.449 0.250 1.60 1.001 1.041.00 1.00 14.86 2,168.5 4,831.2 3.22 464.01.00 116.21.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />E Only 1 0.6422 6.625 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 4.225 4.175 <br />Max Upward from Load Combinations 3.468 3.432 <br />Max Upward from Load Cases 4.225 4.175 <br />D Only 0.510 0.510 <br />+D+L 0.775 0.775 <br />+D+Lr 0.974 0.974 <br />+D+0.750Lr+0.750L 1.057 1.057 <br />+D+0.750L 0.709 0.709 <br />+D+0.60W 1.416 1.405 <br />+D+0.70E 3.468 3.432 <br />+D+0.750Lr+0.750L+0.450W 1.736 1.728 <br />+D+0.750L+0.450W 1.388 1.380 <br />+D+0.750L+0.5250E 2.927 2.901 <br />+0.60D+0.60W 1.212 1.201 <br />+0.60D+0.70E 3.264 3.228 <br />Lr Only 0.464 0.464 <br />L Only 0.265 0.265 <br />W Only 1.509 1.491 <br />E Only 4.225 4.175 <br />Pa e 12 of 39