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* Anchor Designer"' Company: Maw Smith Engineerin(i,Inc. Date: 7!2412017 <br /> Engineer Mikc&smkh ► a a: 3f5 <br /> ` 1 oUare Project- Tani{UT -1717- <br /> - VorSAtm 2.5_S55&_3 Mdrew, <br /> Fa�tOtYo; <br /> 3.tt� � �4rCt?3 <br /> AncMr Terraioia iniad, .5hear load x, �S/hear loGd Y. Shear load coml4(md, <br /> '** 0 'ux / <br /> 1 1450.0 1825.0 0.0 1825.0 <br /> 2 1450,Q 1825.0 Q_0 1825.0 <br /> S+,m'Y 2908.0 3650.0 0.0 T 9$50,0 <br /> Mwimum concrete campressipn Strait N)�OX0 <Figure 3x <br /> Maximum concrete 00rRprassion stress(psi):Q <br /> Resultant lenaiort PUMP(!b)_2900 <br /> Resultvhti Gpmpcession force(th).0 <br /> Ecaaaridly of resultant tension fo"3 M x-axis,Wcu-(inch);100 L <br /> —. <br /> EacenYrtcdtq of resultant loro!j qon form in y-a>ds.s',4,(inch);8.00 y <br /> Eccentricity of re-radiant shear forces in x-a7d:,e�(rneh):0.01 I� l -- -� C) <br /> rii diV <br /> E of resultant shear farcy s in Y-axis,e'u r(inch);0.00 I <br /> %MIM113L eho[in Tension(See.D.5,1} <br /> Na(tta,) d Ov..(11)) <br /> 19370 0.75 14',5,a <br /> St! Ell kam Slneir►gih of {Set.0,5.21 <br /> cflo'a(Eq-CI-61 <br /> !rc <br /> AN !s(pS4 t20(irt lV6(M) <br /> i7.0 1.00 25Oa a.Qf 19233 <br /> 0.7501ff=0-750(A&a / tktj {SeC-DAA $Eq.D-4� <br /> Ake (ir a) A.u�(ink an„*00 If x.K '3'�d'ar V'n 't`ca.+f iVe(b) d 0.75¢ -B. (lbD <br /> 5115-00 Slfi.QQ - 7:0410 1.000 1.[?(Y 1.000 18293 0.88 18283 <br /> 6,AlltreSiuel Strenclth art 4nCYti�r in ten��p�(Sec,�.S.SY <br /> :k'=skeanoa�e n,�{zae F,'m hl <br /> nc�(Psi) F.�,K,r,. Kir na(psi) <br /> 385 1.00 365 <br /> Ni.,.reszd.har(Eq_D-22) <br /> R -(ps) d,(in) hr(in) No. 1 <br /> I_Q0 385 0.715 8.00Q 7257 <br /> 0-75^P=0.75¢(A�l Amw)X a,,n�P dA.Swr,^A6(Sec.0.4.1 &Eq.D-1 @? <br /> A,-*(in2) Aww(inr) c.n.{tyro) G,"M(Yrs) ST4a.Hn 1pSdm WW.W, fU..(th; d D-75 ON,(ib) <br /> 339.37 198,41 7,N 1.000 1,000 1.000 7257 0.55 5119 <br /> input dais and maul s must W Om,ed for agrffsmeM with the axiShng CkCLRV[6kaPO9B.the 54aneAvU5 RISS godeCnas must be chocked for plaua441Ufy- <br /> Simpsarx Skmnq rr.Comp- }'4i5G. 6956 W.t1i5 P4Ska6 RRAnward Pleasanton,CA 94588 Fex:925.647, 871 MM.etron9tle.carn <br />