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Wood Beam <br />LIC# : KW-06015364, Build:20.22.8.17 KPFF CONSULTING ENGINEERS (c) ENERCALC INC 1983-2022 <br />DESCRIPTION:(E)BM-11 <br />Project File: Santa Ana Zoo Ticket Booth.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 C C C C Cirm <br />Shear ValuesMax Stress Ratios <br />M V fbMu fvFbVu FvSegment Length O t LF/V <br />0.97Length = 9.750 ft 1 0.044 0.023 0.80 1.000 1.00 1.00 1.00 5.54 135.17 3094.29 0.85 457.921.00 10.33 <br />0.98Length = 6.580 ft 2 0.043 0.023 0.80 1.000 1.00 1.00 1.00 5.54 135.17 3137.96 0.85 457.921.00 10.33 <br />0.98+1.20D+1.60Lr 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />0.97Length = 9.750 ft 1 0.091 0.045 0.80 1.000 1.00 1.00 1.00 11.49 280.35 3094.29 1.68 457.921.00 20.54 <br />0.98Length = 6.580 ft 2 0.089 0.045 0.80 1.000 1.00 1.00 1.00 11.49 280.35 3137.96 1.68 457.921.00 20.54 <br />0.98+0.90D 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />0.95Length = 9.750 ft 1 0.027 0.014 1.00 1.000 1.00 1.00 1.00 4.16 101.38 3812.16 0.64 572.401.00 7.75 <br />0.98Length = 6.580 ft 2 0.026 0.014 1.00 1.000 1.00 1.00 1.00 4.16 101.38 3896.25 0.64 572.401.00 7.75 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr10.0000 0.000 -0.0070 5.828 <br />+D+Lr 2 0.0424 6.580 0.0000 5.828 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum -0.511 3.959 <br />Overall MINimum -0.259 1.907 <br />D Only -0.259 2.052 <br />+D+Lr -0.511 3.959 <br />+D+0.750Lr -0.448 3.483 <br />+0.60D -0.156 1.231 <br />Lr Only -0.252 1.907 <br />Page 28