Laserfiche WebLink
Wood Beam <br />LIC# : KW-06014251, Build:20.23.12.07 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:6 - H. <br />Project File: 2710 Laird Ave Member Check.ec6 <br />Project Title: <br />Engineer: <br />Project 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 = 11.50 ft 1 0.639 0.433 1.25 1.001 1.001.00 1.00 14.25 2,079.0 3,254.6 4.28 356.31.00 154.31.00 <br />1.00+D+0.750L 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 11.50 ft 1 0.394 0.266 1.15 1.001 1.001.00 1.00 8.08 1,179.1 2,994.3 2.42 327.81.00 87.21.00 <br />1.00+0.60D 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 11.50 ft 1 0.139 0.094 1.60 1.001 1.001.00 1.00 3.97 579.6 4,165.9 1.19 456.01.00 43.01.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.3601 5.918 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 4.458 5.111 <br />Max Upward from Load Combinations 4.458 5.111 <br />Max Upward from Load Cases 2.441 2.827 <br />D Only 2.016 2.284 <br />+D+L 2.705 2.973 <br />+D+Lr 4.458 5.111 <br />+D+0.750Lr+0.750L 4.363 4.921 <br />+D+0.750L 2.533 2.800 <br />+0.60D 1.210 1.371 <br />Lr Only 2.441 2.827 <br />L Only 0.688 0.688 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024