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3/19/2025 3:00:16 PM
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GRAND AVE
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4230
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25 of 32 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Concrete Beam Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 <br />DESCRIPTIO 8ft + 3ft cantilever Concrete Beam w/ Channel - Max Uniform Load <br />Detailed Shear Information <br />Span Distance 'd' <br />Vu <br />(k) <br />Mu <br />Load Combination <br />Number <br />(ft) <br />(in) <br />Actual <br />Design <br />(k-ft) <br />+1.20D+1.60L+0.50S+1.60H <br />1 <br />2.87 <br />13.00 <br />-27.76 <br />27.76 <br />39.78 <br />+1.20D+1.60L+0.50S+1.60H <br />1 <br />2.94 <br />13.00 <br />-28.48 <br />28.48 <br />41.84 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />3.03 <br />13.00 <br />41.91 <br />41.91 <br />42.23 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />3.23 <br />13.00 <br />40.11 <br />40.11 <br />34.20 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />3.42 <br />13.00 <br />38.31 <br />38.31 <br />26.52 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />3.62 <br />13.00 <br />36.51 <br />36.51 <br />19.19 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />3.82 <br />13.00 <br />34.71 <br />34.71 <br />12.21 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />4.01 <br />13.00 <br />32.91 <br />32.91 <br />5.59 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />4.21 <br />13.00 <br />31.11 <br />31.11 <br />0.69 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />4.40 <br />13.00 <br />29.31 <br />29.31 <br />6.60 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />4.60 <br />13.00 <br />27.51 <br />27.51 <br />12.17 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />4.80 <br />13.00 <br />25.71 <br />25.71 <br />17.38 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />4.99 <br />13.00 <br />23.91 <br />23.91 <br />22.24 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />5.19 <br />13.00 <br />22.11 <br />22.11 <br />26.75 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />5.38 <br />13.00 <br />20.30 <br />20.30 <br />30.90 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />5.58 <br />13.00 <br />18.50 <br />18.50 <br />34.70 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />5.78 <br />13.00 <br />16.70 <br />16.70 <br />38.15 <br />+1.20D+1.60L+0.505+1.60H <br />2 <br />5.97 <br />13.00 <br />14.90 <br />14.90 <br />41.25 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />6.17 <br />13.00 <br />13.10 <br />13.10 <br />43.99 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />6.36 <br />13.00 <br />11.30 <br />11.30 <br />46.38 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />6.56 <br />13.00 <br />9.50 <br />9.50 <br />48.42 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />6.76 <br />13.00 <br />7.70 <br />7.70 <br />50.11 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />6.95 <br />13.00 <br />5.90 <br />5.90 <br />51.44 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />7.15 <br />13.00 <br />4.10 <br />4.10 <br />52.42 <br />+1.20D+0.50L+1.60S+1.60H <br />2 <br />7.34 <br />13.00 <br />2.44 <br />2.44 <br />37.84 <br />+1.20D+0.50L+1.60S+1.60H <br />2 <br />7.54 <br />13.00 <br />1.07 <br />1.07 <br />38.18 <br />+1.20D+0.50Lr+1.60L+1.60H <br />2 <br />7.73 <br />13.00 <br />-1.50 <br />1.50 <br />51.21 <br />+1.20D+0.50Lr+1.60L+1.60H <br />2 <br />7.93 <br />13.00 <br />-3.20 <br />3.20 <br />50.75 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />8.13 <br />13.00 <br />-4.90 <br />4.90 <br />52.03 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />8.32 <br />13.00 <br />-6.70 <br />6.70 <br />50.89 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />8.52 <br />13.00 <br />-8.50 <br />8.50 <br />49.40 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />8.71 <br />13.00 <br />-10.30 <br />10.30 <br />47.56 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />8.91 <br />13.00 <br />-12.10 <br />12.10 <br />45.36 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />9.11 <br />13.00 <br />-13.90 <br />13.90 <br />42.81 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />9.30 <br />13.00 <br />-15.71 <br />15.71 <br />39.91 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />9.50 <br />13.00 <br />-17.51 <br />17.51 <br />36.66 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />9.69 <br />13.00 <br />-19.31 <br />19.31 <br />33.06 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />9.89 <br />13.00 <br />-21.11 <br />21.11 <br />29.10 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />10.09 <br />13.00 <br />-22.91 <br />22.91 <br />24.78 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />10.28 <br />13.00 <br />-24.71 <br />24.71 <br />20.12 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />10.48 <br />13.00 <br />-26.51 <br />26.51 <br />15.10 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />10.67 <br />13.00 <br />-28.31 <br />28.31 <br />9.73 <br />+1.20D+1.60L+0.50S+1.60H <br />2 <br />10.87 <br />13.00 <br />-30.11 <br />30.11 <br />4.01 <br />Maximum Forces 8r Stresses <br />for Load Combinations <br />Load Combination <br />Location ft <br />Segment <br />Span # along <br />Bean- <br />MAXimum BENDING Envelope <br />Span # 1 <br />1 <br />3.000 <br />Span # 2 <br />2 <br />8.000 <br />+1.40D+1.60H <br />Span # 1 <br />1 <br />3.000 <br />Span # 2 <br />2 <br />8.000 <br />+1.20D+0.50Lr+1.60L+1.60H <br />Span # 1 <br />1 <br />3.000 <br />Span # 2 <br />2 <br />8.000 <br />d*Vu/Mu <br />Phi*Vc <br />Comment <br />Phi*Vs <br />Phi*Vn Spacing (in) <br />(k) <br />(k) <br />(k) <br />Req'diuggest <br />0.76 <br />10.60 <br />Vs>(4bdfc^.5) <br />17.165 <br />49.2 <br />3.3 <br />2.0 <br />0.74 <br />10.52 <br />Vs>(4bdfc^.5) <br />17.956 <br />49.1 <br />3.3 <br />2.0 <br />1.00 <br />11.63 <br />Vs>(4bdfCA.5) <br />30.282 <br />50.2 <br />2.6 <br />2.0 <br />1.00 <br />11.63 <br />Vs>(4bdfc^.5) <br />28.481 <br />50.2 <br />2.7 <br />2.0 <br />1.00 <br />11.63 <br />Vs>(4bdfc^.5) <br />26.681 <br />50.2 <br />2.9 <br />2.0 <br />1.00 <br />11.63 <br />Vs>(4bdfc^.5) <br />24.880 <br />50.2 <br />3.1 <br />2.0 <br />1.00 <br />11.63 <br />Vs>(4bdfc^.5) <br />23.080 <br />50.2 <br />3.3 <br />2.0 <br />1.00 <br />11.63 <br />Vs>(4bdfc^.5) <br />21.279 <br />50.2 <br />3.3 <br />2.0 <br />1.00 <br />11.63 <br />Vs>(4bdfc^.5) <br />19.479 <br />50.2 <br />3.3 <br />2.0 <br />1.00 <br />11.63 <br />Vs>(4bdfc^.5) <br />17.678 <br />50.2 <br />3.3 <br />2.0 <br />1.00 <br />11.63 <br />Vs>(4bdfc^.5) <br />15.878 <br />50.2 <br />3.3 <br />2.0 <br />1.00 <br />11.63 <br />PhiVc < Vu <br />14.077 <br />30.9 <br />5.5 <br />4.0 <br />1.00 <br />11.63 <br />PhiVc < Vu <br />12.277 <br />30.9 <br />6.3 <br />4.0 <br />0.90 <br />11.19 <br />PhiVc < Vu <br />10.918 <br />30.5 <br />6.5 <br />4.0 <br />0.71 <br />10.41 <br />PhiVc < Vu <br />9.892 <br />29.7 <br />6.5 <br />4.0 <br />0.58 <br />9.85 <br />PhiVc < Vu <br />8.657 <br />29.2 <br />6.5 <br />4.0 <br />0.47 <br />9.41 <br />PhiVc < Vu <br />7.293 <br />28.7 <br />6.5 <br />4.0 <br />0.39 <br />9.06 <br />PhiVc < Vu <br />5.842 <br />28.4 <br />6.5 <br />4.0 <br />0.32 <br />8.77 <br />PhiVc < Vu <br />4.332 <br />28.1 <br />6.5 <br />4.0 <br />0.26 <br />8.52 <br />PhiVc < Vu <br />2.779 <br />27.8 <br />6.5 <br />4.0 <br />0.21 <br />8.31 <br />PhiVc < Vu <br />1.195 <br />27.6 <br />6.5 <br />4.0 <br />0.17 <br />8.11 <br />PhiVc/2 < Vu <_ )t Reqd 9.( <br />8.1 <br />0.0 <br />0.0 <br />0.12 <br />7.93 <br />PhiVc/2 < Vu <_ )t Reqd 9.E <br />7.9 <br />0.0 <br />0.0 <br />0.08 <br />7.77 <br />PhiVc/2 < Vu <_ )t Reqd 9.E <br />7.8 <br />0.0 <br />0.0 <br />0.07 <br />7.70 <br />Vu < PhiVc/2 <br />)t Reqd 9.E <br />7.7 <br />0.0 <br />0.0 <br />0.03 <br />7.54 <br />Vu < PhiVc/2 <br />)t Reqd 9.E <br />7.5 <br />0.0 <br />0.0 <br />0.03 <br />7.54 <br />Vu < PhiVc/2 <br />)t Reqd 9.E <br />7.5 <br />0.0 <br />0.0 <br />0.07 <br />7.70 <br />Vu < PhiVc/2 <br />)t Reqd 9.E <br />7.7 <br />0.0 <br />0.0 <br />0.10 <br />7.84 <br />PhiVc/2 < Vu <_ )t Reqd 9.E <br />7.8 <br />0.0 <br />0.0 <br />0.14 <br />8.01 <br />PhiVc/2 < Vu <=>t Reqd 9.E <br />8.0 <br />0.0 <br />0.0 <br />0.19 <br />8.20 <br />PhiVc < Vu <br />0.3065 <br />27.5 <br />6.5 <br />4.0 <br />0.23 <br />8.40 <br />PhiVc < Vu <br />1.903 <br />27.7 <br />6.5 <br />4.0 <br />0.29 <br />8.63 <br />PhiVc < Vu <br />3.475 <br />27.9 <br />6.5 <br />4.0 <br />0.35 <br />8.89 <br />PhiVc < Vu <br />5.010 <br />28.2 <br />6.5 <br />4.0 <br />0.43 <br />9.21 <br />PhiVc < Vu <br />6.497 <br />28.5 <br />6.5 <br />4.0 <br />0.52 <br />9.59 <br />PhiVc < Vu <br />7.913 <br />28.9 <br />6.5 <br />4.0 <br />0.63 <br />10.08 <br />PhiVc < Vu <br />9.227 <br />29.4 <br />6.5 <br />4.0 <br />0.79 <br />10.73 <br />PhiVc < Vu <br />10.381 <br />30.0 <br />6.5 <br />4.0 <br />1.00 <br />11.63 <br />PhiVc < Vu <br />11.278 <br />30.9 <br />6.5 <br />4.0 <br />1.00 <br />11.63 <br />PhiVc < Vu <br />13.079 <br />30.9 <br />5.9 <br />4.0 <br />1.00 <br />11.63 <br />PhiVc < Vu <br />14.879 <br />30.9 <br />5.2 <br />4.0 <br />1.00 <br />11.63 <br />Vs>(4bdfc^.5) <br />16.680 <br />37.4 <br />3.3 <br />3.0 <br />1.00 <br />11.63 <br />Vs>(4bdfc^.5) <br />18.480 <br />37.4 <br />3.3 <br />3.0 <br />Bending Stress Results ( k-ft ) <br />Mu: Max Phi*Mnx Stress Ratio <br />-43.25 <br />69.33 <br />0.62 <br />53.33 <br />64.50 <br />0.83 <br />-20.26 <br />69.33 <br />0.29 <br />26.81 <br />64.50 <br />0.42 <br />-38.79 <br />69.33 <br />0.56 <br />51.34 <br />64.50 <br />0.80 <br />
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