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MONTE CLARK ENGINEERING Title: Job# <br /> 53 WAGON TRAIL Dsgnr: Date: 9:02AM, 25 APR 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 Plywood Shear Wall & Footing Page 1 <br /> (c)1983-2002 ENERCALC Engineering Software c:\ec55\o'shaughnessy ecw:Calculations <br /> Description Living bldg east &west wall <br /> General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements <br /> #Plywood Layers 2 Wall Length 8.000 ft End Post Dimension 5.50 in <br /> Plywood Grade Grade C-D Wall Height 12.000 ft Seismic Factor 0.183 <br /> Nail Size 10d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 <br /> Thickness 15/32" Ht/Length 1.500 <br /> Stud Spacing 16.00 in <br /> Loads - -- <br /> Vertical Loads... <br /> Point Load#1 0.00 lbs at 0.00 ft <br /> Point Load#2 0.00 lbs at 0.00 ft <br /> Point Load#3 0.00 lbs at ft <br /> Uniform Load#1 0.00 #/ft 0.00 ft to 0.00 ft <br /> Uniform Load#2 0.00 #/ft 0.00 ft to 0.00 ft <br /> Lateral Loads... <br /> Uniform Shear @ Top of Wall 865.00#/ft 8.000 ft = 6,920.00 lbs <br /> Uniform Shear @ Top of Wall 0.00#/ft 8.000 ft = 0.00 lbs <br /> Strut Force Applied @ Top of Wall 0.00 lbs <br /> Strut Force Applied @ Top of Wall 0.00 lbs <br /> Moment Applied @ Top of Wall 0.00 ft-# <br /> Footing <br /> Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf <br /> Wall Length 8.000 ft Rebar Cover 3.00 in <br /> Past Right Edge of Wall 0.000 ft fc 3,000.00 psi <br /> Footing Length 8.000 ft Fy 60,000.00 psi <br /> Footing Width 1.00 ft Min.Steel As% 0.00140 <br /> Footing Thickness 12.00 in <br /> Summary Overturning Ratio< 1.0 ! <br /> Wall Summary... <br /> Using 15/32" Thick Grade C-D on 2 side/s, Nailing is 1 Od at 4 in @ Edges, 1 Od at 12 in @ Field <br /> Applied Shear= 887.0#/ft, Capacity=920.000#/ft -> OK <br /> Wall Overturning =84,094.1ft-#, Resisting Moment=3,840.0ft-#, End Uplift= 10,031.76lbs <br /> Max. Soil Pressures: @ Left= O.Opsf, @ Right= O.Opsf <br /> Sill Bolting: 1/2" Bolts @ 11.43in, 5/8" Bolts @ 17.81 in, 3/4" Bolts @ 25.19in <br /> Footing Summary... <br /> Max. Footing Shear= O.00psi, Allowable= 109.54psi -> OK <br /> Bending Reinforcement Req'd @ Left= 0.15in2, @ Right= 0.15in2 <br /> Minimum Overturning Stability Ratio = 0.093 : 1 Less Than 1 - No Good I <br /> Simpson Hold Down Options <br /> Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... <br /> HD9, Capacity= 10395lbs HD9, Capacity= 10395lbs <br /> HD12, Capacity= 13120lbs HD12, Capacity= 13120lbs <br /> HD15, Capacity= 13380lbs HD15, Capacity= 13380lbs <br /> HD14A, Capacity= 13380lbs HD14A, Capacity= 13380lbs <br />