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°o$ '�J�'J' �e' <br /> 816298 Zephyrhllls <br /> ProJecT�i:012-01232-00 <br /> Tow�r Rwcllm Overdl Fo�ndation CapaciN oN <br /> Uplif� 399.0 kips <br /> Com re 522.Oki s <br /> DMW CdawnD�ldh SW Value <br /> Dwmeter Sft '/�aferimleDepih SR <br /> HeighlAboveGrode lfl Beanngiype Grois <br /> lotal ro¢son Lengih 2d it Illfmale Entl Beann 22 ksl <br /> Penmieter IS�f� <br /> Cross-Secironal Area 19 6 r�� <br /> UTAma�e <br /> SaI Loyer Ult�mole Uplrtt Dry Concrete <br /> SoilL�yer ihickness 9unFric�ion Compression DrySoilUnfWeight UnitWeighl AdditiondlnpNForGatleBean�antlC011arMOtlifkohon <br /> Skin Friction <br /> tt ksf ks k< kcf Cdla Beam ]d8.73 ki s <br /> I n ectetl 3 0000 0.000 0.124 0150 Gratle Beam Beann 360 <br /> 0.9M 0.955 0150 Collor/Beom We' 1 U ift d2 <br /> 3 �O.Id, 0.9 - 0150 Colla/BeamWei h�Com r 212.2� �ps <br /> Q p p, 0150 Wei MofSalRemovetlssio "�' <br /> 5 3 � .618 ,19. 0150 <br /> 6 .S � A1B O.b 0.11 - 0.150 <br /> l S Q67B .00D O.TIO 0150 <br /> io�als 23 <br /> Sol Cokulefbn� <br /> Soil LayPr Effecirve Soil Effective Compressan Effecirve Soil <br /> SoilLaya <br /> ihickness Unilweghl ConcreteUnil UplrfiSkinFncPOnRevslance S1cinFricM1On weigM EffecirveroncrefeWeghlAdtled <br /> fl kcf kc k s k s k s k i <br /> 1 n ectetl 30 0124 0.150 0 0 J3� II]8 <br /> 20 0124 0150 30 � <8] 589 <br /> 3 10 0062 0088 15 �5 I 21 1]2 <br /> 4 O S 0 062 0 088 5 0 0 60 0 86 <br /> 5 30 0048 0088 29 0 280 516 <br /> 6 85 0048 0088 83 83 19d Idb: <br /> 7 5 0 0 048 0.088 d9 0 0 61 8.60 <br /> OD -006^ OOBB 0 0 000 000 <br /> 00 -006^ OOBB 0 0 000 000 <br /> 00 -006: OOBB 0 0 0.00 000 <br /> iatals 23 2W5 128.5 294 486 <br /> EndBeanngPesr,�mce ]805 lips ConcreteWeight 3125 kips <br /> CompressionSkinFrictionResistance 963 kips �pIillSkinkicipnRPSistance ISII 4ips <br /> i��alCOmpreSSOnResisimce 8)69 Fips �ofalUpl�flResisimce 469� kips <br /> So/Ca acW�f <br /> Com r onCa ao� J ��x <br /> UphfiC�ocily �M <br /> RNn/orc�m�nlh wi�a RNM�orcwn�nfCh�ck <br /> BarS¢e 9 �nalon <br /> N�mberolVerticdBars IS RebarCageDiameter S:Iin <br /> Honzontalriesize 3 RqrtlDevelopmeniLen9in al8in <br /> Bar Sheng�h F., 60 ksi Development Lengih 394 in P�G,Incl�tle ieruie Shengm Retl�ction ILtl/Req tl Ltl� <br /> nchor Rod Qrcle 17 in i„ 399 0 k <br /> nchor Rotl Embetlm?n� 60 in �enile Sfrergih.OP 516I k <br /> ConaeleCO�er 31n iensieCapacity �1:% OK <br /> ConcreteStren m,f'c 300Dpsi Campr�aflon <br /> A�� 150^ <br /> Aq 28_JC�n� <br /> 6lcompresvm� o� <br /> 4P 451aBk <br /> Compression Capacity _'08% OK <br /> NIIMmum R�Infacwnmf <br /> Au�effective I 1 d 13 J in <br /> CompressionA,mn Idl�� OF <br /> �NMOreln Ca ad/p <br /> ftemforcemen�Ca aat ��K <br /> A�Min Met2 -K <br />