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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 561,25-Oct-2002 Multi-Span Concrete Beam Page 1 <br /> (c)1983-2002 ENERCALC Engineering Software c:\ec55\o'shaughnessy ecw.Calculations <br /> Description Pool slab transverse strip <br /> I 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 /> Concrete Member Information <br /> Description span 1 span 2 <br /> Span ft', 10.00 10.00 <br /> Beam Width in 12.00 12.00 <br /> Beam Depth ini 10.00 10.00 <br /> End Fixity Pin-Pin Pin-Pin <br /> Reinforcing Center Areae 0.31 in2 0.31 in2 <br /> Bar Depthll 8.00in 8.00in <br /> Left Areal 0.20in2 0.31 in2 <br /> Bar Depthl 1.00in 1.00in <br /> Right Area0.31 in2 0.31 in2 <br /> Bar Depthl 1.00in 1.00in <br /> Loads - - -_ <br /> Using Live Load This Span?? Yes Yes <br /> Dead Load k/ft 0.193 0.193 <br /> Live Load k/ft 0.333 0.333 <br /> Results Beam OK Beam OK <br /> Mmax @ Cntr k-ft', 5.88 5.88 <br /> @ X= ftl 3.73 6.27 <br /> Mn*Phi k-ftl 10.74 10.74 <br /> Max @ Left End k-ft' 0.00 -10.45 <br /> Mn*Phi k-ft 7.91 12.13 <br /> Max @ Right End k-ft, -10.45 0.00 <br /> Mn*Phi k-ftl 12.13 12.13 <br /> Bending OK Bending OK <br /> Shear @ Left kl 3.14 5.23 <br /> Shear @ Right kl 5.23 3.14 <br /> Reactions & Deflections <br /> DL @ Left k, 0.72 2.41 <br /> LL @ Left k' 1.25 4.16 <br /> Total @ Left k 1.97 6.57 <br /> DL @ Right kl 2.41 0.72 <br /> LL @ Right k 4.16 1.25 <br /> Total @ Right k 6.57 1.97 <br /> Max. Deflection in -0.016 -0.016 <br /> @ X= ft 4.20 5.80 <br /> Inertia: Effective in4l 1,000.00 1,000.00 <br /> Shear Stirrups <br /> Stirrup Rebar Area in2l 0.400 0.400 <br /> Spacing @ Left inj Not Req'd Not Req'd <br /> Spacing @.2*L in! Not Req'd Not Req'd <br /> Spacing @ A*L in, Not Req'd Not Req'd <br /> Spacing @.6*L in Not Req'd Not Req'd <br /> Spacing @.8*L inj Not Req'd Not Req'd <br /> Spacing @ Right in'I Not Req'd Not Req'd <br />