Laserfiche WebLink
Wood Beam <br />LIC# : KW-06015364, Build:20.22.8.17 KPFF CONSULTING ENGINEERS (c) ENERCALC INC 1983-2022 <br />DESCRIPTION:(E)BM-12 <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 />0.99Length = 4.50 ft 2 0.040 0.043 0.60 1.000 1.00 1.00 1.00 3.89 94.79 2378.03 0.66 343.441.00 14.81 <br />1.00Length = 2.330 ft 3 0.017 0.043 0.60 1.000 1.00 1.00 1.00 1.65 40.19 2388.13 0.66 343.441.00 14.81 <br />1.00+1.20D+0.50Lr 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />0.92Length = 17.0 ft 1 0.039 0.039 0.80 0.953 1.00 1.00 1.00 4.65 113.44 2940.38 1.46 457.921.00 17.82 <br />0.99Length = 4.50 ft 2 0.036 0.039 0.80 1.000 1.00 1.00 1.00 4.65 113.44 3160.25 0.79 457.921.00 17.82 <br />0.99Length = 2.330 ft 3 0.014 0.039 0.80 1.000 1.00 1.00 1.00 1.83 44.57 3179.56 0.73 457.921.00 17.82 <br />0.99+1.20D 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />0.92Length = 17.0 ft 1 0.028 0.028 0.80 0.953 1.00 1.00 1.00 3.33 81.25 2940.38 1.04 457.921.00 12.70 <br />0.99Length = 4.50 ft 2 0.026 0.028 0.80 1.000 1.00 1.00 1.00 3.33 81.25 3160.25 0.56 457.921.00 12.70 <br />0.99Length = 2.330 ft 3 0.011 0.028 0.80 1.000 1.00 1.00 1.00 1.41 34.45 3179.56 0.56 457.921.00 12.70 <br />0.99+1.20D+1.60Lr 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />0.92Length = 17.0 ft 1 0.063 0.064 0.80 0.953 1.00 1.00 1.00 7.55 184.26 2940.38 2.39 457.921.00 29.09 <br />0.99Length = 4.50 ft 2 0.058 0.064 0.80 1.000 1.00 1.00 1.00 7.55 184.26 3160.25 1.36 457.921.00 29.09 <br />0.99Length = 2.330 ft 3 0.021 0.064 0.80 1.000 1.00 1.00 1.00 2.74 66.82 3179.56 1.10 457.921.00 29.09 <br />0.99+0.90D 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />0.87Length = 17.0 ft 1 0.018 0.017 1.00 0.953 1.00 1.00 1.00 2.50 60.94 3473.04 0.78 572.401.00 9.52 <br />0.98Length = 4.50 ft 2 0.015 0.017 1.00 1.000 1.00 1.00 1.00 2.50 60.94 3935.90 0.42 572.401.00 9.52 <br />0.99Length = 2.330 ft 3 0.007 0.017 1.00 1.000 1.00 1.00 1.00 1.06 25.84 3968.39 0.42 572.401.00 9.52 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.0157 8.571 0.0000 0.000 <br />+D+Lr20.0000 8.571 -0.0013 2.042 <br />+D+Lr 3 0.0028 2.330 0.0000 2.042 <br />. <br />Load Combination Support 1 Support 2 Support 3 Support 4 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 0.556 3.487 1.461 <br />Overall MINimum 0.205 1.794 0.709 <br />D Only 0.351 1.693 0.752 <br />+D+Lr 0.556 3.487 1.461 <br />+D+0.750Lr 0.505 3.038 1.284 <br />+0.60D 0.211 1.016 0.451 <br />Lr Only 0.205 1.794 0.709 <br />Page 30