Laserfiche WebLink
; f ! <br /> .'; �` pug' 31 04 08: 21p1 Peter Eskuche 9525443844 p. 4 <br /> `' � � . <br /> :± � i <br /> ; � i Foo6nq Desiqn f AISC 9th Ed ASD 1 Ver:6.00.fi3 D� !��� �l <br /> Bv:Peter Eskuche.Eskuche Creative Group on:0&3'I-2004:8:56:35 PM j � <br /> Praect: n Slooten Post Soii Anaf sis-Location:Typical Foundaaon Wall Section t <br /> ; summary: a� �j ` �! 1 '� Q"` <br /> Footinq Size:36,'0 IN Wide x 8.0 IN Deeq Cor�tinuous Footing With 10.Q IN Thick x 108.0 IN Tall Stemwall <br /> ° '• Lonqitudinal Rei�1forcement:(2)Continuous#5 Bars p� �(" <br /> � r Transverse Reinforcement:�5 Bars�18.00 IN.O.C.(unnece.ssary) �f y'�N "iT <br /> t Footing Loads: ' <br /> � Live Load: � PL= 1400 PLF <br /> Dead Load: PD= 855 PlF <br /> Stemwail Load: i SD= 1125 PLF <br /> ; Total Load: PT= 3380 PLF <br /> Ul6mate Factored Load: Pu= 5152 PLF <br /> Load Calculata <br /> Roof Live Load: ' RIF 40.0 PSF <br /> Roof Dead Load' Rdl= i7.0 PSF <br /> Roof Tribufdrv Ul�idlh: Rtw= 15.0 FT <br /> Second Flaor Liwe Load: 2FII= 40.0 PSF <br /> Second Floor Dead Load: 2Fd� 20.0 PSF <br /> �� SecondFloorTributaryWidth: 2Flw= 10.0 FT <br /> First Floor Live tpad: 1 FI1= 40.0 PSF <br /> ; •i First Floor Dead Loed: 1 Fdl= 20.0 PSF <br /> • First Floor Tnbutdry W idth: 1 Ftw= 10.0 FT <br /> � � Wall keiaht: I Wh= 20.0 FT <br /> Wafi Dead Weig�t Wdw= 1D.0 PSF <br /> Footing Proaerties: <br /> ! � Allowable Soil B annq Pressure: Qs= 2000 PSF E--/�'�- <br /> � Concrete Comor�sive SVenath: F'c= 3000 PSI '�'nnlL <br /> � ; Reinforcina Stee)Y�eld Strenqth: Fv= 40d00 PSI �s��- <br /> Concrete Reinforcemerrt Cover: c= 3.00 IN <br /> � Soil Overburden 3ieiqhC �5oi1H= 8.5 FT <br /> Soil Overburden WeighC , SoiIW= 120.00 PCF <br /> � ` Footing S'ize: � <br /> Width: W= 36.0 IN 5(-LE <br /> Depth: Depth= 5.00 1N <br /> Effeclive Depth to Top Layer of Steel: d= 4.U6 IN <br /> , Stemwaff Size: ' <br /> ' width: I W= 10.0 IN <br /> HeiqhL• � Heiqhl= 108.00 IN <br /> Stemwalt Weight: 5tem-Weight= 150 PCP <br /> Bearing Calculations: <br /> Reauired Footinq Width: Wrep= 34.87 in <br /> Ui6mate Bearinq!Pressure: Qu= 1127 PSF <br /> Effective Allowadle Sal Bearinq Pressure: Q� 1163 PSF � <br /> Beam Shear Calculations(One Way Shear): <br /> Beam Shear. � Vu1= 1279 LB <br /> Atlowable Beam Shear. vc1= 4539 LB <br /> ; Bending Calculatians(Tre►�s�erse): <br /> Factored MomeM: Mu= 12093 IN-LB <br /> Nominal MomeM SUenqth: Mn= 28914 IN-LB <br /> � ReiMorcement Calculation lTransverse): <br /> ; ' Concrete Como�sive Blacic Deoih: a= 0.27 IN <br /> - ± Steel Repuired�as�on Moment: As(1)= 0.08 IN2 <br /> ! � Minimum Code eauired Reinforcement(ShrinkagelTemperatureACl-1fl.5.4): As(2)= 0.19 fN2 <br /> Conlrallinq Reinfbrcina Sted: As reqd= O.i9 IN2 <br /> � Selected ReinforjcemenC �5 Bars Cc�18.UO IN.O.C. <br /> , � Reinforcemen!area Prov�ded: As= 0.20 IN2/FT <br /> Development Lenqth Caku�ations: <br /> ' ; Dev�looment Lenath Reauired: Ld= 10.95 IN <br /> � Develooment Lenafh Provided: Ld-prov= 10.00 IN <br /> ' � Note:Plain concrete adeauate for bending,therefore adequate development lengfh noS required. <br /> Reinforcement Cakulations(Lonqitudinaq: <br /> Minimum Code Required Reinforcement(Shrinkage/TemperatureACl-10.5.4): Asl2)= 0.58 IN2 <br /> , Selected Reinfor�ement: (2)Continuous�5 Bars <br /> � Reinforcement/1lrea Provided: As= 0.61 IN2 <br /> I <br /> i <br /> i <br /> { I <br /> � � <br /> � � �:� <br /> 1 � <br /> ! ! � <br /> ' ' . <br /> i <br /> ' I <br /> 1 <br /> 1 i <br /> , f� <br /> E j I <br /> : � <br /> i I <br /> I <br />