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MONTE CLARK ENGINEERING Title: Job# <br /> 53 WAGON TRAIL Dsgnr: Date: 11:31AM, 30 JUN 04 <br /> COLUMBUS, MONTANA 59019 Description <br /> 1-888-280-6840 Scope: <br /> mce@montana.com <br /> Rev'. 560100 <br /> User.KW-0602045,Ver 5.6 1,25-Oct-2002 Multi-Span Concrete Beam Page 1 <br /> (c)1983-2002 ENERCALC Engineering Software c:\ec55\o'shaughnessy.ecw.Calculation <br /> s <br /> Description Pool slab center longitudianl strip <br /> General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements <br /> Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.40 <br /> fc 3,000.0 psi Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.70 <br /> 1 Concrete Member Information <br /> Description span 1 span 2 span 3 <br /> Span ft'i 17.60 17.60 17.60 <br /> Beam Width in, 36.00 36.00 36.00 <br /> Beam Depth in i 18.00 18.00 18.00 <br /> End Fixity Pin-Pin Pin-Pin Pin-Pin <br /> Reinforcing Center Area 1.55in2 1.55in2 1.55in2 <br /> Bar Depth 13.00in 13.00in 13.00in <br /> Left Area, 0.80in2 1.86in2 1.86in2 <br /> Bar Depth 2.00in 2.00in 2.00in <br /> Right Area, 1.86in2 1.86in2 0.80in2 <br /> BarDepthi 2.00in 2.00in 2.00in <br /> Loads <br /> Using Live Load This Span??I Yes Yes Yes <br /> Dead Load k/ft I 1.930 1.930 1.930 <br /> Live Load k/ft I <br /> DL @ Left k/ft j <br /> DL @ Right k/ftli <br /> LL @Left k/ft 0.187 0.249 0.333 <br /> LL @ Right k/ft, 0.247 0.333 0.312 <br /> Start ft 0.000 0.000 0.000 <br /> End ft' 17.600 17.600 17.600 <br /> Results Beam OK Beam OK Beam OK <br /> Mmax @ Cntr k-ftj 75.59 25.28 80.41 <br /> @ X= ftl 7.04 8.80 10.56 <br /> Mn*Phi k-ftl 87.06 87.06 87.06 <br /> Max @ Left End k-ft i 0.00 -96.09 -100.91 <br /> Mn*Phi k-ft 56.65 128.82 128.82 <br /> Max @ Right End k-ft -96.09 -100.91 0.00 <br /> Mn*Phi k-ftl 128.82 128.82 56.65 <br /> Bending OK Bending OK Bending OK <br /> Shear @ Left ki 21.41 27.65 34.39 <br /> Shear @Right kI 32.63 28.61 22.82 <br /> Reactions & Deflections <br /> DL @ Left k, 13.59 37.36 37.36 <br /> LL @ Left k 1.41 4.69 6.29 <br /> Total @ Left k 14.99 42.05 43.65 <br /> DL @ Right k 37.36 37.36 13.59 <br /> LL @ Right k 4.69 6.29 2.23 <br /> Total @ Right k 42.05 43.65 15.82 <br /> Max. Deflection in -0.045 -0.004 -0.054 <br /> @ X= ft 7.86 8.68 9.74 <br /> Inertia: Effective in4l 17,129.32 15,334.30 15,334.42 <br />