The URL can be used to link to this page

Specifications (29) NWc - cc \ 3 I Vikl Sk. )' T1 qcOack'W-- WC&D Inc. Vertical Load Analysis Plan # 11765 SW Tigard PL , Tigard , OR Project:Vertical Pam Location:Ftng 2 BarryWC&D Sandhorst Footing [2009 International Building Code(2005 NDS)] 23281 sw bosky Dell Ln of Footing Size:18.0 IN Wide x 8.0 IN Deep Continuous Footing With 6.0 IN Thick West Linn OR 97068 x 18.0 IN Tall Stemwall LongitudinalReinforcement:(2)Continuous#4 Bars StruCalc Version 8.0.101.0 7/7/2010 2:59:35 PM TransverseReinforcement:#4 Bars @ 12.00 IN.O.C. (unnecessary) Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: F'c= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 18 in Depth: Depth= 8 in Effective Depth to Top Layer of Steel: d= 4.25 in STEMWALL SIZE Stemwall Width: 6 in Stemwall Height: 18 in Stemwall Weight: 150 pcf FOOTING CALCULATIONS I 6 in Bearing Calculations: Ultimate Bearing Pressure: Qu= 1308 psf Effective Allowable Soil Bearing Pressure: Qe= 1400 psf Width Required: Wreq= 1.4 in2 Beam Shear Calculations(One Way Shear): Beam Shear: Vu1 = 285 lb 8 in Allowable Beam Shear: Vc1 = 3825 lb Transverse Direction: Bending Calculations: 3 in Factored Moment: Mu= 2935 in-lb Nominal Moment Strength: Mn= 0 in-lb Reinforcement Calculations: 1s n — Concrete Compressive Block Depth: a= 0.30 in Steel Required Based on Moment: As(1)= 0.02 in2 FOOTING LOADING Min.Code Req'd Reinf.(Shrink./Temp.(ACI-10.5.4)As(2)= 0.19 in2 Live Load: PL= 1450 lb Controlling Reinforcing Steel: As-reqd= 0.19 in2 Dead Load: PD= 400 lb Selected Reinforcement: Trans:#4's @ 12.0 in.o.c. Total Load: PT= 1963 lb Reinforcement Area Provided: As= 0.19 in2 Ultimate Factored Load: Pu= 2935 lb Development Length Calculations: Development Length Required: Ld= 15 in Development Length Supplied: Ld-sup= 3 in Longitudinal Direction: Reinforcement Calculations: Min.Code Req'd Reinf. (Shrink./Temp.(ACI-10.5.4): As(2)= 0.29 in2 Controlling Reinforcing Steel: As-reqd= 0.29 in2 Selected Reinforcement: Longitudinal:(2)Cont.#4 Bars Reinforcement Area Provided: As= 0.39 in2 NOTES Project:Vertical Page Barry Sandhurst Location:Ftng 1 WC&D Footing , ` 23281 sw bosky Dell Ln of [2009 International Building Code(2005 NDS)] West Linn OR 97068 Footing Size:2.6 FT x 2.6 FT x 10.00 IN Section Footing Design Adequate StruCalc Version 8.0.101.0 7/7/2010 2:59:31 PM CAUTIONS Footing has been designed without reinforcement FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: F'c= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 2.6 ft Length: L= 2.6 ft Depth: Depth= 10 in Effective Depth to Top Layer of Steel: d= 8 in COLUMN AND BASEPLATE SIZE Column Type: Steel Column Width: m= 6 in Column Depth: n= 6 in Baseplate Width: bsw= 6 in Baseplate Length: bsl= 6 in FOOTING CALCULATIONS 6 in Bearing Calculations: — Ultimate Bearing Pressure: Qu= 888 psf Effective Allowable Soil Bearing Pressure:Qe= 1375 psf Required Footing Area: Areq= 4.36 sf Area Provided: A= 6.76 sf tO in Baseplate Bearing: Bearing Required: Bear= 8800 lb Allowable Bearing: Bear-A= 84150 lb Beam Shear Calculations(One Way Shear): Beam Shear: Vu1 = 1297 lb 2.6 ft Allowable Beam Shear: Vc1 = 9152 lb Punching Shear Calculations(Two Way Shear): FOOTING LOADING Critical Perimeter: Bo= 56 in Live Load: PL= 4000 lb Punching Shear: Vu2= 7028 lb Dead Load: PD= 2000 lb Controlling Allowable Punching Shear: vc2= 32771 lb Total Load: PT= 6000 lb Bending Calculations: Ultimate Factored Load: Pu= 8800 lb Factored Moment: Mu= 22389 in-lb Nominal Moment Strength: Mn= 45760 in-lb NOTES.