Laserfiche WebLink
; ;� ��g ' 31 04 08: 21p1; Peter Eskuche 9525443844 p. 5 <br /> , ; <br /> ! � <br /> ; <br /> ,� w i <br /> � � i Foo6nq Desi�n f AISC 9th Ed ASD 1 Ver:6.00.63 6�� �'S�r� <br /> ' Br.Peter Eskuche,Eskuche Creative Group on:Q8-31-2004:9:04:07 PM � g•,?/•O!� <br /> : j Aroieci V 5looten after s�oii testing Location:Typical Foundation Wall Section(OPTION B) „ h <br /> : i Summ ry. � ,r�1 <br /> ; y Footina Size:24b IN Wide x 8.0 IN Deep Continuous Footing W ith 10.0 IN Thick x�08.0 IN Tall Stemwall v��N � <br /> ; k Lonaitudinal Reirlforcemeni:(21 ConUnuous#4 Bars <br /> Transverse Rein(orcement:#4 Bars�12.OD IN_O.C.(unnecessary) <br />" ! Foo6ng Loads: � <br /> Live Load: � PL= 1400 PLF <br /> ` � Dead Load: j PD= 855 PlF <br /> :'. Stemwall Load: i SD= 1125 PLF <br />� `. � Total load: PT= 3380 PLF <br /> Uitimate Factoredl Load: Pu= 5152 PLF <br /> a Load Calculator <br /> Roof Live Load: ' RII= 40.Q PSF <br /> ' Roof Dead Load:i Rd1= 17.0 PSF <br /> ` ' Roof Tribularv Width: Rtw= 15.0 FT <br /> !' � Second Floor Live Load: 2FII= 40.0 PSF <br /> Second Fioor De�' d Load: 2Fd1= 20.0 PSF <br /> Second Floor Tributary Width: 2Ftw= 10.0 F"T <br /> First Floor Liv�e Load: 1FIN 40.0 PSF <br /> First Floor Dead Load: 1Fdl= 20.0 PSF <br /> First Floor TributBry Width: 1Ftw= 1D.0 FT <br /> , Wall Heiaht: ' Wh= 20.0 FT �oW <br /> Wa0 Dead Weighi: Wdw= 10.0 PSF <br /> ; Footing Proqerties: I J�,- <br /> Aliowable Soil Bearinq Pressure: Qs= 2200 PSF�"Y°u6� <br /> ,` � Concrete Comnressive SUenath: F'c= 30a0 PSf <br /> � � Reinforcinp Steef Yield St�enqth: Fv= d0000 PSI <br /> � Cancrete Reinforaemern Cover: � c= 3.00 IN �� to��• , <br /> , � Sal�verburden HeiaM: SoiIH= 5.7 FT�-'2 t � <br /> ' { SoilOverburden Weight: �SoiIW= 120.00 PCF tNs�L� <br /> � Footing Size: W�� <br /> : � Death: I Dep h= 8 00 IN �7 I�� <br /> � EffecGve Depth tb Top Layer of Steel: • d= 4.25 IN <br /> Stemwall Size: <br /> W��: W= tO.Q IN <br /> : �; Heiqht: j' Heiqht= 1d8.00 IN <br /> ; Stemwall Weight; Sfem-Weight= 150 PCF <br /> � ; Bearing Calcuiations: <br /> Reauired Footin4 Width: Wrea= 23.84 in <br /> i U16mate Bearinq Pressure: Qu= 1690 PSF,y, <br /> Effective Ailowab e Soil 8earina Pressure: Qe= 1701 PSF'� <br /> Beam Shear Calwiat+ons(�ne Way Shear): <br /> Beam Shear: Vu1= 540 LB <br /> Atlowable Beam Shear: vc1= 4749 LB <br /> Bending Calculations lTransverse}: <br /> Factored Moment; Mu= 5259 IN-LB <br /> Nominal Moment!Strenqth: Mn= 28509 IN-LB <br /> Reinforcement Caiculations;(Transversel: <br /> Concrete Comor�ssive BloCk Deoth: a= 0.25 IN <br /> Steel Reauired Based on Momenk Asl1)= 6.03 IN2 <br /> Minimum Code F�equired ReinWrcement(Shrinkageffemperature ACi-10.5.4): As(21= 0.19 IN2 <br /> � Controllinq Reinfqrcinq Steel: As reqd= 0.19 IN2 <br /> ! � Selected Reinfor�ement: #4 Bars Q 12.00 IN.O.C. <br /> Reinfarcement A ea Provided: As= 0.20 IN2IFT <br /> Development lxnoth Calcul�tions: <br /> ' � Develapment Le�4th Recuired: Ld= 8.76 !N <br /> ; � DevelopmeM Lerrqth Provided: Ld-prow 4.OQ IIV <br /> Note:Plain concrete ade4uate for bending,therefore adequate development length not required. <br /> ! Reinforcement Calcutations(Lonairi�dinaq: <br /> ` � Minimum Code F7eauired Reinforcement(Shrinkagel'femperature ACI-10.5.4): As(2)= 0.38 IN2 <br />�j Selected Reirtfor¢ement: (2)Continuous#4 Bars <br /> i ; Reinforcement Afea Provided: As= 0.39 IN2 <br /> I � <br /> i � <br /> . i <br /> , f ; <br /> � <br /> I <br /> � <br /> I <br /> .,, <br /> ' � <br /> � <br /> i <br /> i <br /> I i <br /> � i <br /> f � <br /> � ( <br /> f � <br /> � � <br /> ; S. � <br /> I <br />