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Wood Beam <br />LIC# : KW-06017148, Build:20.24.10.30 CASTILLO ENGINEERING INC.(c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:B3 Overstrength <br />Project File: 25-181.ec6 <br />Project Title: <br />Engineer: <br />Maximum Forces & Stresses for Load Combinations <br />Span #C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00Length = 11.410 ft 1 0.154 0.112 1.25 1.001 1.001.00 1.00 3.84 560.4 3,629.2 1.12 362.540.4 <br />+D+0.750Lr+0.750L 0.00.0 <br />Length = 11.410 ft 1 0.161 0.116 1.25 1.001 1.001.00 1.00 4.01 584.4 3,629.2 1.17 362.542.2 <br />+D+0.750L 0.00.0 <br />Length = 11.410 ft 1 0.154 0.111 1.15 1.001 1.001.00 1.00 3.52 513.1 3,338.9 1.03 333.537.0 <br />+0.60D 0.00.0 <br />Length = 11.410 ft 1 0.060 0.043 1.60 1.001 1.001.00 1.00 1.91 279.3 4,645.4 0.56 464.020.2 <br />+1.203D+1.750E 0.00.0 <br />Length = 11.410 ft 1 0.159 0.127 1.60 1.001 1.001.00 1.00 5.07 739.3 4,645.4 1.64 464.059.0 <br />+1.152D+0.750L+1.313E 0.00.0 <br />Length = 11.410 ft 1 0.149 0.121 1.60 1.001 1.001.00 1.00 4.76 694.0 4,645.4 1.55 464.056.1 <br />+0.3970D+1.750E 0.00.0 <br />Length = 11.410 ft 1 0.090 0.075 1.60 1.001 1.001.00 1.00 2.88 420.3 4,645.4 0.97 464.035.0 <br />. <br />LocationLoad CombinationMax.LocationLoad CombinationSpan Max. <br />Overall Maximum Deflections <br />"-" Defl in Span in Span"+" Defl <br />+D+0.750Lr+0.750L1 5.747 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 1.404 1.404 <br />Max Upward from Load Combinations 1.404 1.404 <br />Max Upward from Load Cases 1.118 1.118 <br />Max Downward from all Load Conditions (Resisting Uplift)-0.295 <br />Max Downward from Load Cases (Resisting Uplift)-0.295 <br />D Only 1.118 1.118 <br />+D+L 1.271 1.271 <br />+D+Lr 1.347 1.347 <br />+D+0.750Lr+0.750L 1.404 1.404 <br />+D+0.750L 1.233 1.233 <br />+0.60D 0.671 0.671 <br />+D+0.70E 1.325 0.912 <br />+D+0.750L+0.5250E 1.388 1.078 <br />+0.60D+0.70E 0.877 0.465 <br />Lr Only 0.228 0.228 <br />L Only 0.153 0.153 <br />E Only 0.295 -0.295 <br />43