Laserfiche WebLink
Wood Beam <br />LIC# : KW-06019842, Build:20.24.09.03 Structural Engineering Consultants (c) ENERCALC, LLC 1982-202 <br />DESCRIPTION:1st Floor HDR: H2 <br />Project File: Design Check_2 Story.ec <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+0.750L 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 6.330 ft 1 0.354 0.242 1.15 1.100 1.151.00 1.00 2.77 450.6 1,272.9 1.24 195.51.00 47.31.00 <br />1.00+0.60D 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 6.330 ft 1 0.095 0.065 1.60 1.100 1.151.00 1.00 1.03 167.8 1,771.0 0.46 272.01.00 17.61.00 <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L 1 0.0423 3.188 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 1.989 1.989 <br />Max Upward from Load Combinations 1.989 1.989 <br />Max Upward from Load Cases 1.087 1.087 <br />D Only 1.087 1.087 <br />+D+L 1.973 1.973 <br />+D+Lr 1.404 1.404 <br />+D+0.750Lr+0.750L 1.989 1.989 <br />+D+0.750L 1.752 1.752 <br />+0.60D 0.652 0.652 <br />Lr Only 0.317 0.317 <br />L Only 0.886 0.886 <br />Pa e 26 of 54