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Fooling Desiqn 12003 International Residential Code (97 NDS) I Ver: 6.00.62 <br />By:.. Area Home Planners on: 04.16-2007 : 10:44:24 AM <br />Project: NGUYEN BINH - Location: 24x24x10 ftg @ deck <br />Summary: <br />Footinq Size: 2.0 FT x 2.0 FT x 10.00 IN <br />Reinforcement: #4 Bars @ 8.00 IN. O.C. E/W / (3) min. <br />Footing Loads: <br />Live Load: <br />PL= <br />2250 <br />LB <br />Dead Load: <br />PD= <br />948 <br />LB <br />Total Load: <br />PT= <br />3198 <br />LB <br />Ultimate Factored Load: <br />Pu= <br />5152 <br />LB <br />Footing Properties: <br />Allowable Soil Bearinq Pressure: <br />Os= <br />1500 <br />PSF <br />Concrete Compressive Strength: <br />F'c= <br />2500 <br />PSI <br />Reinforcinq Steel Yield Strenqth: <br />Fy= <br />40000 <br />PSI <br />Concrete Reinforcement Cover: <br />c= <br />3.00 <br />IN <br />Footing Size: <br />Width: <br />W= <br />2.0 <br />FT <br />Lenqth: <br />L= <br />2.0 <br />FT <br />Depth: <br />Depth= <br />10.00 <br />IN <br />Effective Depth to Top Layer of Steel: <br />d= <br />6.25 <br />IN <br />Column and Baseplate Size: <br />Column Type: <br />(Wood) <br />Column Width: <br />m= <br />6.00 <br />IN <br />Column Depth: <br />n= <br />6.00 <br />IN <br />Bearing Calculations: <br />Ultimate Bearinq Pressure: <br />Ou= <br />800 <br />PSF <br />Effective Allowable Soil Bearing Pressure: <br />Oe= <br />1375 <br />PSF <br />Required Footing Area: <br />Areq= <br />2.33 <br />SF <br />Area Provided: <br />A= <br />4.0 <br />SF <br />Baseplate Bearinq: <br />Bearinq Required: <br />Bearinq= <br />5152 <br />LB <br />Allowable Bearinq: <br />Bearing -Allow= <br />107100 <br />LB <br />Beam Shear Calculations (One Way Shear): <br />Beam Shear: <br />Vul= <br />1234 <br />LB <br />Allowable Beam Shear: <br />vcl= <br />12750 <br />LB <br />Punching Shear Calculations (Two way shear): <br />Critical Perimeter: <br />Ro= <br />49.00 <br />IN <br />Punchinq Shear: <br />Vu2= <br />3810 <br />LB <br />Allowable Punchinq Shear (ACI 11-35): <br />vc2-a= <br />78094 <br />LB <br />Allowable Punchinq Shear (ACI 11-36): <br />vc2-b= <br />92438 <br />LB <br />Allowable Punchinq Shear (ACI 11-37): <br />vc2-c= <br />52063 <br />LB <br />Controllinq Allowable Punching Shear: <br />vL2= <br />52063 <br />LB <br />Bending Calculations: <br />Factored Moment <br />Mu= <br />15457 <br />IN -LB <br />Nominal Moment Strength: <br />Mn= <br />127575 <br />IN -LB <br />Reinforcement Calculations: <br />Concrete Compressive Block Depth: <br />a= <br />0.46 <br />IN <br />Steel Required Based on Moment: <br />As(1)= <br />0.07 <br />IN2 <br />Minimum Code Required Reinforcement (Shrinkage/Temperature ACI-10.5.4): As(2)= <br />0.48 <br />IN2 <br />Controllinq Reinforcinq Steel: <br />As-reqd= <br />0.48 <br />IN2 <br />Selected Reinforcement: <br />#4 Bars @ 8.00 IN. O.C. E/W <br />/ (3) Min. <br />Reinforcement Area Provided: <br />As= <br />0.59 <br />IN2 <br />Development Lenqth Calculations: <br />Development Lenqth Required: <br />Ld= <br />15.00 <br />IN <br />Development Lenqth Supplied: <br />Ld-sup= <br />9.00 <br />IN <br />Note: Plain concrete adequate for bending, therefore adequate <br />development length not required. <br />