CTE-PHA2-CCN-1002-A

Tel:+33(0)389.65.98.98 Fax:+33(0)389.65.98.99Date: 10/01/2012CIRCULARGRAVITYBASEFOUNDATIONAshegodaWindPowerConstructionProjectTYPECASEII0mWITHOUTBUOYANCYLocation: EthiopieMachinemanufacturer: ALSTOMTypeofmachine: ECO7480mPhase: PredesignInputdatadocuments: Loadcasesdefinedby:ALSTOMnINF7958Rev.02,2011/07/01 Anchorcagedrawings:DST0356Rev.1,2010/11/30Nofcalculation: CTEPHA2CCN1002ADesigner: LBVersion: ACTE 1bruedel'Industrie Tel:+33(0)38965989868400Riedisheim Fax:+33(0)389659899France Email:[email protected]: 2011IngnieursConseils1bruedel'IndustrieBP65F68400RIEDISHEIMEmail:[email protected]:TERRASOL,TERPHA2CGE1003Rev.C02/12/11(wecs31to36),TERPHA2CGE1005RevA02/01/12(wecs37to45)Affaire: 3684 ###AshegodaWindPowerConstructionProjectALSTOMECO7480mEthiopieTABLE OF CONTENTSPrinciple of calculation p. 1Design hypothesis p. 2Calculation of fatigue loads p. 4Principle of anchor cage p. 6Formworks and self weight p. 7Tower loads p. 8Foundation dimensions p. 10Loads under foundation p. 11Tilting and sliding verifications p. 18Anchor cage properties p. 21Resistance of concrete under the bottom plate p. 24Ultimate Limit States of Fatigue of concrete under the bottom plate p. 25Reinforcements for resumption of tension from the plate p. 31Ultimate Limit States of Fatigue of concrete under the bottom plate p. 32Balancing the horizontal force and torsion in pedestal p. 34Reinforcements for bending of pedestal p. 37Ultimate Limit States of Fatigues of slab p. 46Dynamique verification of tower-foundation connection p 48Calculation of reinforcements by finit elements (EFFEL) p. 49Radial lower reinforcement of slab p. 114Radial upper reinforcement of slab p. 115Tangential lower reinforcement of slab p. 116Tangential upper reinforcement of slab p. 117Affaire: 3684 Page 1Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople These wind turbine foundations are designed in two steps: Foundation dimensions and reinforcement bars designI. Dimensions : To determine the dimensions of the foundations, we base on several principal criteriaas the stability, the differential settlement, the rotation stiffness, the lift-offand soil stresses.The stability is insured by some conditions: Non titling, non sliding, non lift-off: 0% in operating loads,50% in accidental case, 70% in ULS case, allowable soil stresses at ULS and SLS.These verifications are done according to the Fascicule 62or the demands of Vergnet.The differential settlement: We should limit the maximum rotation of tower following the requirementsof the manufacturer. In general case, we use the maximum rotation of 3mm/m. This maximum rotation defines also the differential settlement.The dynamic conditions have to insure: K,dyn > K,dyn admissible.The admissible dynamic stiffness should be imposed by machine manufacturer.II. ReinforcementsTo determine the reinforcements of the foundations, we base on two criteria: calculation of reinforcements according to EBCS-2.Verification of reinforcements for fatigue following Model Code 90 or DIN.The calculation of reinforcements of slab is done by finite element, with the help ofsoftware EFFEL and RC EXPERTISE according to EBCS-2.The reinforcements of pedestal are calculated as a column with circular section.The anchorage of anchor cage is treated separately.The calculation is done at ULS and SLS according to EBCS-2. The verification for fatigue is done as well for the pedestal and the slab, based onthe standard DIN / Model Codes 90 after the choose of reinforcements.Wind turbine foundation designPedestalSlabAffaire: 3684 Page 2Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople DESIGN HYPOTHESISDensity of reinforced concrete: 2.50 t/m3 Backfill: 1.90 t/m3Concrete of pedestal: Concrete of slab:fck = 35 Mpafck = 30 Mpab1.50fbu =19.8 Mpafbu =17.0 MpaSteel yielding strength 500 Mpa Equivalent factor 15 pour Serviceability Limit States (SLS)s1.15 10 pour Ultimate Limit States of Fatigue (FLS)s,fat1.00fed = 435 MpaC35/45 C30/37Foundation base level:Friction angle slab/soil 25 Allowable stress at SLS 3.0 barsAllowable stress at ULS 4.5 barsCoefficient concerning the inclination of loads according to DTU 13.121 i 1 1 ---> 1 (d) ---> clay, silt, shalk, ., -calcareous, rocks2 ---> 2 (d) ---> sand, gravelHydrogeology:Water level (WL) -4.05 m/TNThe determination of the WL may depend on a complete piezometric survey This level is a design input data and must be provided by the custumerOur task does not include its determinationCommentsfor windfor dead loads (RC + soil)for water1 DLC 1.5 70 % 1.6 1.3 1 50 years wind gust2 DLC 1.5 70 % 1.6 1 1 50 years wind gust exclu. partial factor3 DLC 2.2 50 % 1.0 0.9 1 Accidental load case4 DLC 1.5 25 % 1 1 1 Load case at SLS rarely5 DLC 3.1 0 % 1 1 1 Lift-off6 Mi + 50% 50 % 1 1 1 Average fatigue +50%7 Mi - 50% 50 % 1 1 1 Average fatigue -50%1111.310.91Load case for weight of towerPartial factor Allowable lift-off percentageAffaire: 3684 Page 3AshegodaWindPowerConstructionProjectALSTOMECO7480mEthiopieMethod of calculationInvolved load cases Ultimate Limit States check - (Fascicule 62 - Titre V ) 1 et 2Soil stress at ULS checkTilting checkSliding checkLift-off check 70%Reinforcement at ULS according to EBCS-2Accidental Limit States check 3Tilting checkSliding checkLift-off check 50%Serviceability Limit States Rarely check 4Soil stress at SLS checkLift-off check 25%Serviceability Limit States check 5Soil stress at SLS checkLift-off check 0%Stress in reinforcements according to EBCS-2Ultimate Limit States of Fatigue check 6 et 7Soil stress at SLS checkLift-off check 50%Stress in reinforcements according to EBCS-2The foundation of the wind turbine is submitted to varying wind loads and consequently to varying forces. (oscillations due to the turbine work) This calcullation is determinant in order to assure its integrityduring the service life.The Ultimate Limit States of Fatigue is verified according to Model Code or DIN.The verification is done separately for concrete and reinforcementsAdditional condition under wind gustin case of absence of lift-off load 0.77(idem lift-off ) 5Code referencesEthiopiens standards : EBCS-2 and EBCS-7Fascicle 62 for the foundation designModel Code 90DINSoil report supplied by: TERRASOLnMinimum values Maximum valuesKv = 15 Mpa / m Kv = 1000 Mpa / mE dyn = 108 MN / m2 E dyn = - MN / m2G dyn = 43 MN / m2 G dyn = - MN / m2Kv for the short duration of loads - Kv x 2 =Load cases defined by: ALSTOMN INF-7958 Rev.02, 2011/07/01Type of machine: ECO74-80mTER-PHA2-CGE-1003 Rev.C - 02/12/11 (wecs 31 to 36), TER-PHA2-CGE-1005 Rev A - 02/01/12 (wecs 37 to 45)0.40Affalre: 3684 age 4Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Average serv|ce |oads computat|onM| +S0 and M| -S0Mean LoadN = 2444 knH = = 190 knM t = 77 knmMres = = 14330 knmIat|gue |oads |n operat|onN = 62 knH = = 242 knM t = 1668 knmMres = = 16191 knmload Average va|ues of respect|ve |oadsMlLlme2 2y x F F +2 2y x M M +2 2y x F F +2 2y x M M +Affalre: 3684 age SAshegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Iat|gue |oads (M| + S0)average va|ue + S0 of the amp||tuden = 2444.0 + 30 x 62.0 = 2 473 knP = 190.0 + 30 x 242.4 = 311 knML = 77.0 + 30 x 1 668.0 = 911 knmMres = 14 330.1 + 30 x 16 190.6 = 22 443 knmIat|gue |oads (M| - S0)average va|ue - S0 of the amp||tuden = 2444.0 - 30 x 62.0 = 2 413 knP = 190.0 - 30 x 242.4 = 69 knML = 77.0 - 30 x 1 668.0 = -737 knmMres = 14330.1 - 30 x 16 190.6 = 6 233 knmAffaire: 3684 PageAshegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople PrincipleThe tower will be rigidly connected to concrete by an anchor cage (c. a.).The anchor cage has a bottom flange in order to transmit vertical forces from the tower to the concrete.The reinforcement bars transmit the loadsin the foundation.For positionning the upper layer reinforcements and for trasmitting the tower horizontal loads which comefrom the tower, the embedment is bored just under the concrete surface.6the concrete surface.The analysis of the anchor cage and its connectionwith the tower is not include in the present report.0.300Resumption of the horizontal forceResumption of the compression resulting from the momentResumption of the tension resulting from the momentAffaire: 3684 Page 7Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Dimensions of the foundation4.201.00 1.00 13.600.15+ 0m2.20Necessary weight of backfill for the stability2.05TN0.304.00 5.600.66 4.280.66SectionView in plan13.604.002.802.804.004.00 5.60 4.00Affalre: 3684 age 8Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Se|f we|ght of the foundat|onLmbedmenL: 112.7 knedesLal: 1333.1 knSlab: 3346.0 kn8ackflll: 6004.0 knressure of waLer: 0.0 kn1he charges from Lhe Lower are provlded by machlne producer: ALS1CMn INI-79S8 kev.02, 2011]07]01LCADING DL1LkMINA1ICNuesiqn /oods in the bottom of the tower (kn and knm)Load case Wlnd 1ower Lau 8ackflll n P M MzuLC 1.3 1.6 1.3 1 1.3 3107.0 619.2 30639.2 763.2uLC 1.3 1.6 1 1 1 2390.0 619.2 30639.2 763.2uLC 2.2 1 0.9 1 0.9 2132.8 327.0 42606.0 636.0uLC 3.1 1 1 1 1 2433.0 306.0 24277.0 196.0uLC 1.3 1 1 1 1 2390.0 387.0 31662.0 477.0Ml+30 1 1 1 1 2473.0 311.2 22443.4 911.0Ml-30 1 1 1 1 2413.0 68.8 6234.7 -737.0l 62.0 242.4 16190.6 1668.0Affalre: 3684 age 9Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople uesiqn /oods in the pedesto/ ot the reinforcement /eve/ (kn and knm)Load case Wlnd 1ower Lau 8ackflll n P M MzuLC 1.3 1.6 1.3 1 1.3 3233.4 619.2 30891.4 763.2uLC 1.3 1.6 1 1 1 2302.7 619.2 30891.4 763.2uLC 2.2 1 0.9 1 0.9 2234.2 327.0 42803.6 636.0uLC 3.1 1 1 1 1 2363.7 306.0 24391.8 196.0uLC 1.3 1 1 1 1 2302.7 387.0 31807.1 477.0Ml+30 1 1 1 1 2387.7 311.2 22362.1 911.0Ml-30 1 1 1 1 2323.7 68.8 6280.3 -737.0l 62.0 242.4 16281.3 1668.0noLe: n: Lower loads + self welghL of anchor cage( 0.300 + 0.075 )uesiqn /oods ot the top surfoce of the foundotion s/ob (kn and knm)Load case Wlnd 1ower Lau 8ackflll n P M MzuLC 1.3 1.6 1.3 1 1.3 4986.3 619.2 32207.2 763.2uLC 1.3 1.6 1 1 1 3833.8 619.2 32207.2 763.2uLC 2.2 1 0.9 1 0.9 3434.0 327.0 43923.3 636.0uLC 3.1 1 1 1 1 3898.8 306.0 23042.0 196.0uLC 1.3 1 1 1 1 3833.8 387.0 32629.3 477.0Ml+30 1 1 1 1 3920.8 311.2 23223.3 911.0Ml-30 1 1 1 1 3838.8 68.8 6426.8 -737.0l 62.0 242.4 16796.7 1668.0noLe: n: Lower loads + welghL of anchor cage + welghL of pedesLal( 0.300 + 2.200 )uesiqn /oods ot the bottom of the s/ob (kn and knm)Load case Wlnd 1ower Lau 8ackflll n P M MzuLC 1.3 1.6 1.3 1 1.3 20001.3 619.2 33443.6 763.2uLC 1.3 1.6 1 1 1 13383.8 619.2 33443.6 763.2uLC 2.2 1 0.9 1 0.9 13849.0 327.0 44977.3 636.0uLC 3.1 1 1 1 1 13448.8 306.0 23634.0 196.0uLC 1.3 1 1 1 1 13383.8 387.0 33403.3 477.0Ml+30 1 1 1 1 13470.8 311.2 23846.0 911.0Ml-30 1 1 1 1 13408.8 68.8 6364.4 -737.0l 62.0 242.4 17281.6 1668.0noLe: n: Lower loads + welghL of anchor cage + welghL of pedesLal + welghL of slab( 0.300 + 4.200 )Mres: MomenL of Lhe Lower + P *Mres: MomenL of Lhe Lower + P *Mres: MomenL of Lhe Lower + P *Affalre: 3684 age 10Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople uenslLy of 8C 2.30 1/m3 uenslLy 8ackflll: 1.90 1/m3uenslLy SaLuraLed backflll: 1.90 1/m34.28 m3.60 mhL 2.03 0.00 m/1n hc = 0.3 m0.06uenslLy 8ackflll: hs = 2.20 m1.9 1/m3h1 = 1.00 mP waLer -4.03m/1n0.00 h2 = 1.00 mb = 13.6 hspr = 0 mSlope: 0.23 okulameLer of foundaLlon: 13.6 m volume of sprlng: 0.00 mArea of foundaLlon: 143.27 m volume of pedesLal: 33.32 mvolume of slab: 221.841oLal volume: 27S.16 mvolume of backflll: 316.00 mSefl-welghL of anchor: 11.3 1Load at bottom tower:Load case n (1) P (1) M (1m) Mz (1m) venL 1our Lau 8emblalulc 1.5 239.0 38.7 3166.2 47.7 1.6 1.J 1 1.Julc 1.5 239.0 38.7 3166.2 47.7 1.6 1 1 1ulc 2.2 239.2 32.7 4260.6 63.6 1 0.9 1 0.9ulc J.1 243.3 30.6 2427.7 19.6 1 1 1 1ulc 1.5 239.0 38.7 3166.2 47.7 1 1 1 1Ml-50X 247.3 31.1 2244.3 91.1 1 1 1 1Ml-50X 241.3 6.9 623.3 -73.7 1 1 1 1ressure of waLer: 0.00 knWelghL of anchor cage: 112.63 knWelghL of foundaLlon: 6879.08 knWelghL of backflll: 6004.04 knCas de charge n(kn) P (kn) M(knm) Mz (knm) Lcc ( e ) Lcc < 0.39bulc 1.5 20001.31 619.20 33443.60 763.20 2.67 okulc 1.5 13383.78 619.20 33443.60 763.20 3.47 okulc 2.2 13849.00 327.00 44977.30 636.00 3.23 okulc J.1 13448.78 306.00 23634.00 196.00 1.66 okulc 1.5 13383.78 387.00 33403.30 477.00 2.17 okMl-50X 13470.78 311.24 23843.98 911.00 1.34 okMl-50X 13408.78 68.80 6364.36 -737.00 0.43 ok62.00 242.44 17281.61Allowable sLresse of soll:qad (SLS) = 0.30 Maqad (uLS) = 0.4S Ma4ccordinq to Meyerhof, iq = 0.98ear|ng capac|ty of so|| - L|ft-off surfaceLoad case maxmln LlfL-off () ver. ver. LlfL-off Comb LlmlL llfL-off ulc 1.5 0.37 17.8 ok ok lu 70ulc 1.5 0.39 37.0 ok ok lu 70ulc 2.2 0.32 31.3 ok ok lu 30ulc J.1 0.21 0.00 0.0 ok ok l5 0ulc 1.5 0.24 6.9 ok ok l5 23Ml-50X 0.20 0.01 0.0 ok ok l5 lot 30Ml-50X 0.13 0.08 0.0 ok ok l5 lot 30Load at bottom tower (w|thout factor part|e|): facLor parLlel:Charge au n|veau d'ass|se de |a fondat|on pondreAffalre: 3684 age 11Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople LIICk1S 1CkSLUk UNDLk 1nL ICUNDA1ICNN n MComblnaLlon: uLc 1.5 kN kN kNmSelf welghL of foundaLlon: 6991.73Coef.: 1.30WelghL of backflll: 6004.04Coef.: 1.30Sous presslon d'eau 0.00ComblnaLlon facLor lnclu. 1.001ower loads: 2390.00 387.00 31662.00Coef.: 1.30 1.60 1.60ComblnaLlon facLor exclu. 13383.78 387.00 31662.00ComblnaLlon facLor lnclu. 20001.31 619.20 33443.60LxcenLrlclLy = 2.67 m --> Case 2lncllnaLlon = 1.44 8adlus of foundaLlon: = 6.8 mCase 1 Case 2e < 1.7 1.7 < e < 6.8Affalre: 3684 age 12Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople LIICk1S 1CkSLUk UNDLk 1nL ICUNDA1ICNN n MComblnaLlon: uLc 1.5 kN kN kNmSelf welghL of foundaLlon: 6991.73Coef.: 1.00WelghL of backflll: 6004.04Coef.: 1.00Sous presslon d'eau 0.00ComblnaLlon facLor lnclu. 1.001ower loads: 2390.00 387.00 31662.00Coef.: 1.00 1.60 1.60ComblnaLlon facLor exclu. 13383.78 387.00 31662.00ComblnaLlon facLor lnclu. 13383.78 619.20 33443.60LxcenLrlclLy = 3.47 m --> Case 2lncllnaLlon = 1.44 8adlus of foundaLlon: = 6.8 mCase 1 Case 2e < 1.7 1.7 < e < 6.8Affalre: 3684 age 13Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople LIICk1S 1CkSLUk UNDLk 1nL ICUNDA1ICNComblnaLlon: uLc 2.2 N n MkN kN kNmSelf welghL of foundaLlon: 6991.73Coef.: 0.90WelghL of backflll: 6004.04Coef.: 0.90Sous presslon d'eau 0.00ComblnaLlon facLor lnclu. 1.001ower loads: 2392.00 327.00 42606.00Coef.: 0.90 1.00 1.00ComblnaLlon facLor exclu. 13387.78 327.00 42606.00ComblnaLlon facLor lnclu. 13849.00 327.00 44977.30LxcenLrlclLy = 3.23 m --> Case 2lncllnaLlon = 1.96 8adlus of foundaLlon: = 6.8 mCase 1 Case 2e < 1.7 1.7 < e < 6.8Affalre: 3684 age 14Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLIICk1S 1CkSLUk UNDLk 1nL ICUNDA1ICNComblnaLlon: uLc l.1 N n MkN kN kNmSelf welghL of foundaLlon: 6991.73Coef.: 1.00WelghL of backflll: 6004.04Coef.: 1.00Sous presslon d'eau 0.00ComblnaLlon facLor lnclu. 1.001ower loads: 2433.00 306.00 24277.00Coef.: 1.00 1.00 1.00ComblnaLlon facLor exclu. 13448.78 306.00 24277.00ComblnaLlon facLor lnclu. 13448.78 306.00 23634.00LxcenLrlclLy = 1.66 m --> Case 1lncllnaLlon = 1.13 8adlus of foundaLlon: = 6.8 mCase 1 Case 2e < 1.7 1.7 < e < 6.8Affalre: 3684 age 1SAshegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLIICk1S 1CkSLUk UNDLk 1nL ICUNDA1ICNComblnaLlon: uLc 1.5 N n MkN kN kNmSelf welghL of foundaLlon: 6991.73Coef.: 1.00WelghL of backflll: 6004.04Coef.: 1.00Sous presslon d'eau 0.00ComblnaLlon facLor lnclu. 1.001ower loads: 2390.00 387.00 31662.00Coef.: 1.00 1.00 1.00ComblnaLlon facLor exclu. 13383.78 387.00 31662.00ComblnaLlon facLor lnclu. 13383.78 387.00 33403.30LxcenLrlclLy = 2.17 m --> Case 2lncllnaLlon = 0.03 8adlus of foundaLlon: = 6.8 mCase 1 Case 2e < 1.7 1.7 < e < 6.8Affalre: 3684 age 16Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLIICk1S 1CkSLUk UNDLk 1nL ICUNDA1ICNComblnaLlon: Mi+50X N n MkN kN kNmSelf welghL of foundaLlon: 6991.73Coef.: 1.00WelghL of backflll: 6004.04Coef.: 1.00Sous presslon d'eau 0.00ComblnaLlon facLor lnclu. 1.001ower loads: 2473.00 311.24 22443.38Coef.: 1.00 1.00 1.00ComblnaLlon facLor exclu. 13470.78 311.24 22443.38ComblnaLlon facLor lnclu. 13470.78 311.24 23843.98LxcenLrlclLy = 1.34 m --> Case 1lncllnaLlon = 1.13 8adlus of foundaLlon: = 6.8 mCase 1 Case 2e < 1.7 1.7 < e < 6.8Affalre: 3684 age 17Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLIICk1S 1CkSLUk UNDLk 1nL ICUNDA1ICNComblnaLlon: Mi-50X N n MkN kN kNmSelf welghL of foundaLlon: 6991.73Coef.: 1.00WelghL of backflll: 6004.04Coef.: 1.00Sous presslon d'eau 0.00ComblnaLlon facLor lnclu. 1.001ower loads: 2413.00 68.80 6234.73Coef.: 1.00 1.00 1.00ComblnaLlon facLor exclu. 13408.78 68.8 6234.73ComblnaLlon facLor lnclu. 13408.78 68.80 6364.36LxcenLrlclLy = 0.43 m --> Case 1lncllnaLlon = 0.26 8adlus of foundaLlon: = 6.8 mCase 1 Case 2e < 1.7 1.7 < e < 6.8Affalre: 3684 age 18Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople 1||t|ng and s||d|ng checkLoad case: uLc 1.5verLlcal load: n = 20001.31 knPorlzonLal load: P = 619.20 kn1orslon momenL: Mz = 763.2 kn8adlus of foundaLlon: 6.8 m1i/tinq checkMomenL reslsLanL Mr = 136010.27 knmMomenL due Lo Lhe Lower Mo = 33443.6 knm136010.27 2.S4 ok33443.65/idinq check20001.31 x Lan() 1S.063 ok619.20kesumption of the torsionPMz = 763.2 / 6.8 = 112.24 knPLoLal = 112.24 + 619.2 / 2 = 421.84 kn20001.31 x 0.3 x Lan = 11.0S ok421.84Sl = =vr = =Sl =Affalre: 3684 age 19Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Load case: uLc 1.5verLlcal load: n = 13383.78 knPorlzonLal load: P = 619.20 kn1orslon momenL: Mz = 763.2 kn8adlus of foundaLlon: 6.8 m1i/tinq checkMomenL reslsLanL Mr = 104623.28 knmMomenL due Lo Lhe Lower Mo = 33443.6 knm104623.28 1.96 ok33443.65/idinq check13383.78 x Lan() 11.S9 ok619.20kesumption of the torsionPMz = 763.2 / 6.8 = 112.24 knPLoLal = 112.24 + 619.2 / 2 = 421.84 kn13383.78 x 0.3 x Lan = 8.S0 ok421.84Sl = =vr = =Sl =Affalre: 3684 age 20Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Load case: uLc 2.2verLlcal load: n = 13849.00 knPorlzonLal load: P = 327.00 kn1orslon momenL: Mz = 636 kn8adlus of foundaLlon: 6.8 m1i/tinq checkMomenL reslsLanL Mr = 94173.19 knmMomenL due Lo Lhe Lower Mo = 44977.3 knm94173.19 2.09 ok44977.35/idinq check13849.00 x Lan() 12.2S ok327.00kesumption of the torsionPMz = 636 / 6.8 = 96.471 knPLoLal = 96.47 + 327 / 2 = 339.97 kn13849.00 x 0.3 x Lan = 8.97 ok339.97Sl =Sl = =vr = =Affaire: 21Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Properties of embedmentHoles in the embedment serve topass the bars of upper layer reinforcementwith the distance:( - ) x / = cmPage427.50 3.40 28 47.636844.0 cmmmPercentage of remained section of embedment ( - ) / =Recall the load cases = 16 191Mi 1.0 6291116 282 1 668Ml-30 1.0 2 526 69 6 281 -757uLC 1.3Ml+30 1.0 2 588 311 22 562uLC 2.2 1.0 2 254 527uLC 1.3 1.6 3 253 619 50 891 763Load case Mres Mz34.042 804 65650 891 763 Fz47.58 4.00 47.58 92%Fres1.6 2 503 61924218.0 cm7.0 cmAffaire:Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Mechanical properties of embedment3684 Page 22= mm= mm( - ) x x =A x =4-4x =x 2 =x =W 1 = W 953 005 cmW 1n = W 0.92 872 894 cm476 503 cm32 427.5Wn =W 0.92 436 447 cmW = x427.5 420.7 =4 530 cmAn =0.92 4 149 cmD 4275.0t 34.0A =427.5 3.4 3.40Affaire:Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Mechanical properties of bottom plateof the embedmentb = mm t = mm = cm = cm = (2 - 2) x / 4d a454.0d i394.0A 454.03684 Page 23300 60394.0 = (2 - 2) x / 4 = cm(4 - 4)32 = cm3Bottom plate in pedestal or in slab?Fc 28 = 35 Mpa C35/45mmmm60.0 mmmmInterior diameter = cmExterior diameter = cm394.0454.03 975 773344 275.0132.5 133.5300.0W = x454.0 394.0454.0A 454.039 961394.0Affaire:Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Concrete ultime resistanceat the bottom plateLoad case DLC 1.53684 Page 24Load case DLC 1.51.6x 10 x 103 = = knecessaire= 0.58 k= 1.00 valeur choisie(See the value of K = 1.63 in next page)ok0.85ok1.00 0.85 1.50 23.3 N/mm) C35/45 rdmax 0.81 12.80 rdmax13.61 N/mm 23.3 N/mm F = rdmax = 3 25350 89139 961 3 975 773Affaire:Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Fatigue resistance of concreteat the bottom platecas de charge Mi+50%1.0x 10 x 103= =cas de charge Mi-50%1.0x 10 x 103N/mm6 420 c6.48 N/mm F = =2 526-5.1923 19239 961 3 975 773 0.65 5.833684 Page 25 F = =2 588x 10 x 10= = N/mmN/mm (0 if the value is negative)Grade: C35/45 fck =Scd,max 0.5 + 0.45 x Scd,minScd,min = Sd x c,min x c / fcd,fat Scd,max = Sd x c,max x c / fcd,fat Sd = 1.00 c = 1.00cc (t)= 1.00 c = 1.50fcd,fat = 0.85 x cc (t) x fck x (1- fck / 250) / c = 17.06 MPaScd,min = Sd x c,min x c / fcd,fat = 0.13Scd,max = Sd x c,max x c / fcd,fat = 0.38Verification:0.38 < 0.56 = 0.5 + 0.45 x Scd,minok-0.98Scd,max = c2.2535 MPa6 42039 961 3 975 773 0.63 1.61 =2 526Affaire:Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Mechanical properties above the bottom plate of embedment=- = cm264439 961 4 530 35 431I sup. = x ( 454.00 4 - 427.503684 Page 26= 4 )A sup.464x 23x 23Concrete ultime resistanceabove the bottom plate of embedmentLoad case DLC 1.5 F = 1.6x 10 x 103 = - N/mmN/mm4 ) cm394.0800 648 0650.92 14.43 = 13.5-15.4rdmax = -3 25350 89135 431 3 527 084W sup. interior =800 648 064.71= 4 064 203 cmW sup. exterior =800 648 064.71= 3 527 084 cm454.0+ x ( 420.70 4 - 394.00 =Affaire:Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople rdtotal=13.5 N/mm2< 23.3okC35/45 C35/45( < 1.00 x 0.85 x 35 = 23.3N/mm2 )ok0.85 1.5B0=30 cm2 kmax= 1.63 k= 1.00 valeur choisieB1max=133 cm2N/mm3684Page 27101038345344BBBBK + =1max=affaire n22B1B01cmAffaire:Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Fatigue resistance of concreteabove the bottom plate of embedmentLoad case Mi+50%x 10 x 103= += 5.84Load case Mi-50%33 527 084-0.73 6.57N/mm 3684 Page 28 = -2 588+23 17435 431x 10 x 103= +=2.53Grade: C35/45 fck =Scd,max 0.5 + 0.45 x Scd,minScd,min = Sd x c,min x c / fcd,fat Scd,max = Sd x c,max x c / fcd,fat Sd= 1.00 c = 1.00cc (t)= 1.00 c = 1.50fcd,fat = 0.85 x cc (t) x fck x (1- fck / 250) / c = MPaScd,min = Sd x c,min x c / fcd,fat = N/mm2Scd,max = Sd x c,max x c / fcd,fat = N/mm2Verification:0.34 < 0.57 = 0.5 + 0.45 x Scd,minok0.71 1.820.150.3435 MPaScd,max = 17.06N/mm =2 526+6 41635 431 3 527 084Affaire:Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople Resumption of tensionExterior area of bottom plate of embedment: = cm = ( - )x / 4 =Interior area of bottom plate of embedment: = cm = ( - )x / 4 =A i4.207 3.940 1.71 m3.54 mA e4.540 4.275 1.83 md i394.03684 Page 29d e454.00 = / = = / = Load case DLC 1.5 F = 1.6= x 10 x 103= = N/mm = N/mm = x = N/mm= x = N/mm t-101.28 34.0 -3 444sc112.32st-101.28c112.322 50350 8914 530 476 503 e 1.83 3.54 52% i 1.71 3.54 48%3.54 m5.5234.0106.83 819Affaire:Ashegoda Wlnd ower ConsLrucLlon ro[ecL ALS1CMLCC74-80mLLhlople x 10/= x ( ) x == x == x = e = 16.52 cm e = 18.7 cm=Asi real:587 cmAsi1 055 0.48 509 cmAse1 055 0.52 546 cmAs79 4.28 - 0.034 1 055 cmas =3 444= 79 cm/m500 1.153684 Page 30A int 73A ext 783232---->/ =----> s = 376.8 Mpa=---->/ =----> s = 378.7 MpaLoad case= x 10 x 103= = N/mm c = N/mm= N/mm t = N/mm 10 N) - Load cases selected for limit state verification - Code : Load case code Duration : Duration of load application # : Load case number Name : Load case name fundamental ULS Code Duration # Name ELU less than 1h 101 WIND GUST - ULS 102 WIND GUST - ULS Accidental ULS Code Duration # Name ELU-A less than 1h 105 CAS ACCIDENTEL - ULS SLS Code # Name ELS 103 WIND GUST - SLS ELS-L 104 LIFT-OFF - SLS - Description of concrete grade - Grade : Code of concrete grade Fc28 : Fc28 value Fe : Fe value HB or Plain : Reinforcement cracking factor Grade Fc28 MPa Fe MPa HB or Plain CONCRETE 30.00 500.00 HB Page 83Effel 2011 - Concrete Design - Ashegoda Wind Power Construction Project - PH2 - Synthetic report - 2 - Features of planar elements - Element : Element number Thickness : Thickness in meters Concrete : Concrete grade Ehx : Top concrete cover in cm along x local axis Ebx : Bottom concrete cover in cm along x local axis Ehy : Top concrete cover in cm along y local axis Eby : Bottom concrete cover in cm along y local axis Cra : Cracking criterium FNP : non prejudicial P : prejudicial CVP : very prejudicial IST : imposed stresses Sxh : Limit stresses sup. tensile steel along x direction in MPa Sxb : Limit stresses inf. tensile steel along x direction in MPa Syh : Limit stresses sup. tensile steel along y direction in MPa Syb : Limit stresses inf. tensile steel along y direction in MPa Direction : Direction of reinforcement (angle to x in degrees) Element Th. Concrete Ehx Ebx Ehy Eby Cra Sxh Sxb Syh Syb Dir. 1.16 4.200 BETON 210.0 10.0 210.0 10.0 CP 250.0 250.0 250.0 250.0 0 65.48 1.021 BETON 10.0 10.0 10.0 10.0 CP 250.0 250.0 250.0 250.0 0 1.16 -> pedestal 65.48 -> slab Page 84Effel 2011 - Concrete Design 3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:60Radial lower reinforcementSteel (cm)Values to the middlePlanar el. Ayl 34.87 31.38 27.90 24.41 20.92 17.43 13.95 10.46 6.97 3.49 0.00X YZX YZ0.05 0.10.16 0.040.49 0.29 0.01 0.27 0.2 0.450.38 0.65 0.08 0.66 0.23 0.01 0.31 0.60.39 0.7 0.11 0.89 0.58 0.05 0.33 0.63 0 0.31 0.33 0.69 1.06 0.07 0.03 0.78 0.29 0.62 0 0.76 0.23 0.64 1.13 0 0 0.91 0.58 0.18 0 1.09 0 0.25 0.1 0.6 1.16 0 0.99 00.04 0.52 0 1.34 0 0.65 1.17 0 0.01 0.51 1.03 00 0.45 0.92 0 1.53 00.34 0 0 1.15 1.06 0 0 0.42 0 1.13 0 0.35 0 1.690.87 0 0 1.05 1.11 0 0 0.29 1.31 0 0 1.83 0 0.23 1.25 00 1.03 0 1.1 1.49 0 0 0.15 1.94 0 0 0.16 1.57 0 0.26 00 1.03 0 1.63 0 1.07 0 0.07 2.05 0 1.87 0 0.69 0 0.06 0 0 1.77 1.03 0 1.02 0 1.03 0 0 2.13 0 2.16 0 0 0 01.91 0 1.32 0 1.01 0 2.4 0 0 0.98 0 2.23 0 0 0.4 0 0 0 1.58 0 2.02 0 2.67 0 1 0 0 2.28 0.91 0 0.94 0 0 0 1.89 0 0 0 2.15 0 2.93 01.35 0 0.97 0 2.34 0 0.83 0 2.14 0 0 0 3.21 0 0 2.27 1.75 0 0 0 0 0.9 0 2.4 2.45 0 0.71 0 2.11 0 3.46 0 0 2.35 0 0 0 0 0.26 0 2.74 0 0 0.85 2.43 0 2.5 0 0 0.58 3.73 0 0 2.46 0.73 0 0 0 3.05 0 0 0 2.89 0 0 0.76 0 2.48 1.1 0 4.03 0 0.4 0 2.56 0 0 3.38 3.3 0 0 0 0 1.43 0 0 0 2.53 0.61 0 4.26 0 3.7 0 0 2.69 3.72 0 0 0.26 1.76 00 0 0 4.53 0 0 2.58 0 2.17 0 4.18 0 0 0.48 4.05 0 0 2.78 0.43 0 0.09 0 2.62 0 4.62 0 4.79 0 0 0 4.38 0 0 1.06 2.63 0 0 0 0 0.34 0 2.95 3.04 0 1.56 0 0.03 0 5.09 0 0 5.01 4.68 0 0 0 2.62 0 3.51 0 0 2.01 0 3.01 0.22 0 0 0 5.55 05.11 0 0 0 0 5.24 0 2.44 3.99 02.62 0 6.06 0 0 0 0 3.1 0.12 0 2.87 0 0 0 4.53 0 5.45 0 5.44 0 0 0 6.61 0 0 3.32 5.06 0 2.63 0 3.26 0 0 0 5.79 0 0 0.03 0.29 0 3.81 0 0 0 5.74 0 7.13 0 5.64 0 0 0.81 0 0 4.39 3.34 0 2.58 0 6.15 0 0 1.25 7.64 0 5.92 0 0.01 0 6.25 0 0 0 5 0 0 0 0 1.66 6.51 0 0 3.47 0 6.81 0 0 8.18 0 2.63 0 0 5.63 0 2.09 6.15 00 0 2.53 0 7.48 0 0 6.27 6.89 0 8.79 0 0 3.58 0 0 6.38 0 3 0 0 0 1.13 0 7.02 0 8.08 0 0 0 9.26 0 7.32 0 0 3.56 7.72 0 0 0 6.82 0 8.84 0 0 1.41 0 4.14 9.87 0 0.01 0.43 7.77 0 0 8.51 0 0 1.11 0 4.77 0 0 0 9.51 0 0.05 1.08 0 0 0 9.23 3.11 0 10.58 0 0 5.46 1.63 0.03 8.33 0 0 1.36 0 0 10.3 0 0 2.16 6.24 0 0 10.03 11.32 0 0 2.69 0.8 0 0 7.04 11.14 0 0 0 10.92 0 3.58 0 3.41 0 0 3.24 0 0 7.93 0 0.04 0 12.23 0 0.98 0 0 3.83 12.09 0 0 11.82 0 0.65 8.67 0 0 4.44 0 3.71 0 12.7 13.03 0 0 5.09 0 2.5 5.75 0 3.22 0 0 9.64 0 5.78 0 13.67 0 0 10.63 0 0 3.78 0 0 14.08 0 0 6.49 0.34 0 0 3.45 11.7 0 6.21 0 14.82 0 0 7.31 0.96 0 0.01 0.28 0 5.95 6.28 0 0.08 0.81 8.2 0 0 12.81 0 2.97 0 15.98 1.29 0.11 0 9.18 0 13.89 0.07 1.77 6.4 0 0 3.76 7.54 0 17.6 0 0 10.11 6.71 0 0 2.29 0 0 0 0 0 15.16 0 2.85 0.85 0 0 11.14 0 5.84 3.46 0 1.45 0 0 8.36 0 16.65 0 12.22 0 4.11 10.17 0 6.69 0 3.12 0 0 13.33 0 4.82 0 18.05 7.11 0 0 9.03 0 5.56 3.86 0 14.62 0 0 19.61 0 6.4 00 0 15.81 0 11.6 0 0.08 0 7.26 5.64 0 9.43 0 1.43 0 0 9.72 0 9.04 0 8.27 0 17.1 1.89 0 0 9.19 6.68 0 3.38 0 0 18.68 10.42 0 9.8 0 10.92 0 3.88 0 0 14.21 0 20.35 0 11.54 8.8 0 0.04 0.41 0 12.85 0 22.4 5.38 0 0.2 1.03 0 9.91 0 14.15 0.31 1.6 0.14 0.540 0.81 0.34 2.17 1.98 0.01 10.65 0 15.5 0 12.9 0 6.17 0 0.29 2.77 0 2.37 9.88 0 0.18 3.42 0 17.08 0 15.47 0 3.46 0.03 4.11 0 11.68 0 18.79 0 4.86 7.91 0 0 3.93 0 5.66 20.61 0 0 6.51 0 12.83 0 11.85 5.08 0 0 14.36 0 7.41 22.66 0 0 8.35 8.91 0 0 24.69 5.65 0 0 9.33 17.94 0 0 10.36 2.3 1.42 1.92 1.62 11.5 0 2.48 2.6 0 11.49 2.72 2.12 0 12.89 0 7.1 0 12.67 0 10.39 1.68 3.67 12.46 0 0 13.96 16 0 1.37 3.91 0 15.43 0 7.84 13 0 0 16.82 4.79 1.24 0 18.41 0 11.38 0 20.16 14.3 0 5.13 1.16 0 18.95 9.16 0 0 22 1.22 6.24 0 24.03 0 26.63 0 17.45 12.65 0 4.54 3.26 0 9.81 1.31 6.78 4.27 3.56 0 12.58 2.865 3.054.76 0 13.87 4.68 3.64 15.64 0 4.41 3.86 1.55 7.77 0 15.43 0.26 0.05 3.59 4.39 0.75 0.3 10.91 0 0.38 1.24 0.37 1.76 4.61 3.48 0.3 2.35 20.9 0 13.63 0 0.22 3 1.86 8.32 0.09 3.72 0 4.51 3.59 5.27 0 5.37 0 6.28 0 18.64 0 7.26 0 8.3 3.72 5.57 0 9.39 11.65 0.04 2.31 9.16 0 10.55 16.86 0 0 11.83 0 13.14 4.62 6.27 0 14.64 0 16.26 0 17.96 6.52 5.23 0 15.13 5.28 6.46 0 19.83 3.65 7.164.89 6.613.67 7.09 0 21.82 9.64 2.8 7.09 4.03 0 23.98 7.02 4.04 0 26.33 6.15 4.52 0 28.98 13.33 0.01 7.22 4.97 6.04 4.38 13.64 0 14.79 0 6.27 4.89 15.61 0 6.4 4.89 21.58 2.1 11.45 0 7.6 5.21 7.23 5.43 0 20.13 7.3 5.38 17.87 0 5.85 7.3 9.5 4.45 0 15.94 0.26 13.94 5.9 7.37 11.89 2.48 7.836.64 4.72 9.8 6.71 7.885.35 9.28 3.39 11.2 9.345.41 13.33 1.54 10 3.84 15.4 0.64 17.41 0.01 11.48 3.69 10.073.79 19.35 0 4.33 9.89 0 21.16 4.22 9.96 12.09 3.03 23.38 1.75 13.72 0 4.51 8.97 17.81 0 4.68 9.04 15.99 0 0 14.39 5.03 8.85 12.34 3.23 15.95 0.94 0 29.84 4.93 8.78 0 26.86 5.26 9.74 0 24.56 5.36 9.67 14.31 2.65 0 22.29 9.85 5.813.8 12.089.78 5.85 0 20.42 9.16 7.7 18.14 0.15 7.76 9.1 0 18.6 0 16.99 0 15.49 4.02 12.29 0 14.08 0 12.74 20.25 0 0 11.46 14.65 2.85 16.5 2.12 0 10.24 4.52 11.19 0.04 9.08 0.12 7.98 0 22.33 0.25 6.94 0.38 5.96 4.8 11.35 0.49 5.04 0.57 4.19 3.83 14.31 0.63 3.41 18.64 1.58 0 23.77 0.67 2.7 11.17 5.37 0.69 2.05 0.63 1.47 2.54 16.98 0.49 0.92 5.69 11.01 0.35 0.11 17.85 0 4.1 14.59 6.32 12.07 20.72 0.96 6.67 11.86 0 16.82 12.12 7.19 11.87 7.55 0 15.35 9.37 11.29 4.92 13.37 3.61 16.54 9.68 11.01 19.26 2.02 22.68 0.45 0 32.23 0 29.16 5.34 13.58 0 26.53 4.05 16.93 0.05 25.11 13.4 6.37 21.48 1.58 0 24.06 3.5 18.74 0 21.91 6.9 13.18 0 19.79 0 19.4 5.24 15.58 0 17.92 7.85 14.37 23.7 1.09 0 16.21 17.29 0 8.36 14.08 4.07 19.24 0 14.61 5.84 15.87 3.29 20.89 14.43 9.06 0 13.1 14.099.62 15.56 0 11.33 13.54 11.77 13.14 0 11.67 25.16 0.79 0 10.33 15.68 7.26 0 32.22 17.77 5.49 0.04 9.05 28.98 0 0.09 7.85 3.04 22.93 15.39 7.96 3.99 21.5 0 19.35 0.19 6.72 26.35 0 0.31 5.67 9.24 16.7 18.14 6.35 0.41 4.7 0.06 24.02 0 18.1 0.49 3.81 16.31 9.9 2.69 25.54 0.18 21.92 0.54 3 19.92 5.81 16.75 10.94 0.6 2.28 8.12 17.95 23.76 3.88 19.99 0.33 16.48 0 16.2711.52 0.63 1.65 13.21 15.77 13.82 15.22 0.58 1.11 0.49 18.2 19.83 0.91 0.45 0.64 17.57 8.98 0.05 34.22 0.65 16.52 0.18 0.21 20.36 6.84 0.77 14.95 0.09 31.19 25.24 3.91 19.01 10.55 6.03 21.98 17.54 1.38 13.45 0.85 0.19 28.29 18.5 11.45 20.17 8.84 0.95 12.04 19.03 12.58 0.3 25.65 1.02 10.7 1.31 15.76 19.7 1.12 18.41 13.64 22.61 7.26 19.72 9.97 1.05 9.42 15.02 17.95 6.13 24.69 23.27 0.48 17.23 15.82 1.06 8.21 2.8 33.14 21.09 0.64 21.26 11.86 1.07 7.07 1.5 18.28 22.41 9.54 2.77 29.75 1.07 6 0.76 19.07 20.65 12.98 19.27 3.37 24.22 7.71 1.09 5 0.89 17.2 2.82 26.97 1.59 16.59 21.26 14.37 4.08 1.1 11.02 21.77 0.97 15.45 20.5 15.54 1.1 3.25 2.82 24.5 16.76 20.07 17.76 19.18 1.06 2.5 16.84 3.52 1 13.81 3.81 24.1 10.31 12.96 23.52 19.21 3.5 1 1.84 2.82 22.26 1.06 12.27 1.26 0.86 3.64 31.68 14.34 22.68 2.84 20.21 10.81 1.05 0.64 0.75 15.03 3.26 24.48 11.73 0.27 0.28 23.47 15.94 1.06 9.43 28.67 3.55 17.46 3.85 2.79 18.32 6.44 19.07 22.46 17.38 1.04 8.13 6.94 32.7 18.53 22.17 14.22 24.98 2.76 16.56 20.04 21 3.42 25.91 1 6.91 2.74 14.91 19.06 6.67 15.76 3.71 25.28 15.51 0.99 5.77 29.21 6.59 3.32 23.4 6.27 17.22 0.96 4.72 13.37 2.74 17.74 24.94 3.25 21.11 26.15 6.31 0.94 3.75 19.42 9.83 34 8.44 24.9 18.81 11.92 2.73 20.88 23.62 0.89 2.88 16.66 6.79 15.51 5.76 18.99 3.17 21.59 23.21 23.51 6.08 2.67 10.55 9.84 19.56 0.86 2.12 30.61 7.96 3.08 17.04 9.26 2.67 0.8 1.47 21.34 5.88 19.13 12.72 9.05 17.99 12.32 33.68 0.93 0.73 2.57 8.04 27.51 7.52 6.4 14.83 2.97 15.23 12.95 19.19 0.58 0.49 19.06 5.7 15.34 17.71 6.9 2.45 9.8 17.26 17.7 15.53 2.92 13.55 11.29 30.44 0.24 0.15 24.7 7.02 2.34 5.82 16.29 8.34 17.09 5.5 14.13 32.54 17.88 11.62 2.9 11.99 2.19 4.81 10.49 27.23 22.11 6.66 17.09 12.45 15.27 5.29 2.85 10.53 15.46 8.96 16.71 13.84 3.87 2.01 12.99 29.05 15.87 14.71 17.42 34.59 19.73 6.25 9.86 24.39 2.79 9.17 13.56 5.07 3.01 1.77 10.46 16.27 12.06 25.93 1.5 2.24 2.69 7.9 32.85 19.58 17.53 5.92 11.42 15.37 4.84 11.98 15.92 31.35 9.25 21.78 1.21 1.56 15.25 12.53 6.72 2.69 14.3 13.58 10.5 4.65 34.07 22.19 11.12 23.69 15.49 5.57 0.88 1 19.36 8.64 29.44 18.0214.71 28.32 2.57 5.63 24.63 32.05 0.52 0.56 9.13 4.44 13.59 5.17 10.2 20.78 26.5 32.11 4.62 2.51 0.22 0.21 20.25 30.97 8.09 17.12 28.9 29.82 25.56 13.58 26.65 16.39 4.22 7.86 2.43 3.69 11.81 4.88 22.45 28.81 9.41 18.61 7.56 15.03 6.68 4.06 23.92 29.21 2.83 2.27 28.07 18.64 12.55 23.03 26.25 26.73 10.15 4.52 15.07 24.185.61 3.9 2.12 2.04 16.6 8.66 20.55 26.19 6.99 13.088.6 4.18 21.87 26.48 25.47 17.1 11.55 20.72 1.88 1.33 4.65 3.74 21.93 13.87 23.99 24.43 11.24 6.4 7.95 14.72 7.15 3.87 23.87 18.75 0.8 1.67 3.79 3.59 18.59 10.75 15.68 23.1 20.03 24.02 12.53 19.88 2.06 0.43 9.51 5.91 21.76 22.33 7.2 12.96 5.81 3.48 3.05 3.52 21.79 17.06 2.83 0.09 9.82 16.62 5.28 7.87 14.42 20.93 4.56 3.13 2.42 3.5 17.99 11.46 18.31 21.9 6.55 11.31 19.74 20.321.9 3.5 15.42 19.88 3.41 2.85 14.79 9.02 6.32 4.71 6.01 9.77 18.94 13.1110.42 16.23 16.84 19.77 1.47 3.53 18.6217.93 2.37 2.52 4.86 4.14 8.2 13.09 18.11 14.07 5.25 8.31 1.12 3.5 9.46 14.59 12.11 17.1 1.44 2.22 15.39 17.94 3.57 3.47 16.28 17 0.89 3.38 7.41 11.51 4.62 6.95 12.75 16.46 0.83 1.86 13.06 8.55 15.37 11 2.16 2.99 1.81 2.99 13.97 16.2415.5114.59 10.04 6.65 3.94 5.68 0.53 1.45 11.55 14.91 2.35 0.94 11.63 7.63 9.98 13.76 12.67 14.65 0.49 1.08 5.97 8.68 3.4 4.5 13.2 14.12 1.74 0.03 13.45 10.37 6.74 10.29 12.25 9.02 0.58 0.752.83 3.42 7.42 5.26 13.16 11.51 1.11 0 11.84 12.79 0.76 0.38 12.06 9.21 6.05 9.03 10.82 8.18 2.29 2.44 6.26 4.6 0 0.45 11.75 10.36 1.01 0.03 10.58 11.52 5.28 7.85 10.74 8.18 1.58 1.8 9.48 7.22 0.23 0 4.02 5.2 9.34 10.41 9.42 10.31 4.59 6.76 1.35 0.84 0 0.17 9.48 7.22 6.45 8.21 4.24 3.58.36 9.14 0.18 0 1.01 0.42 3.96 5.74 8.33 9.15 6.32 8.29 3.37 3.06 5.71 7.02 0.3 0 0.82 0.21 7.43 7.94 4.79 3.39 7.29 8.05 2.69 2.6 5.53 7.16 5.05 5.90.08 0.74 6.53 6.81 2.89 3.92 1.91 2.35 6.31 7 6.1 4.79 4.86 4.41 0.78 0.01 2.46 3.12 5.69 5.75 1.3 25.39 6.02 3.89 3.81 4.1 5.1 0.96 0 2.39 2.05 0.76 1.62 4.88 4.77 3.24 3.02 4.54 5.09 3.45 4.18 1.11 0.44 1.64 1.73 4.13 3.862.23 2.69 3.33 2.84 3.74 4.23 0.34 0.26 1.22 1.16 3.43 3.04 2.16 1.54 2.56 2.29 3.02 3.450.66 0.782.78 2.31 1.64 0.97 1.89 1.77 2.36 2.73 0.3 0.39 2.18 1.67 0.5 1.09 1.29 1.29 1.77 2.081.61 1.12 0.14 0.44 0.81 0.77 1.24 1.481.04 0.64 0.28 0.29 0.75 0.930.41 0.21 0.25 0.36034.87Page 85Effel 2011 - Concrete Design 3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:60Tangential lower reinforcementSteel (cm)Values to the middlePlanar el. Axl 20.50 18.45 16.40 14.35 12.30 10.25 8.20 6.15 4.10 2.05 0.00X YZX YZ0 00.1 00.06 0.02 0 0.28 0 0.340.14 0.19 0 0.55 0.48 0 0 0.540.22 0.29 0 0.74 0.78 0 0 0.72 0 0.86 0.29 0.35 0.86 0 0 1.05 0 0.84 0 1.16 0.33 0.41 0.96 0 0 1.26 0.93 0.01 0 1.38 0 1.08 0.34 0.43 1.05 0 1.44 00.01 1.02 0 1.56 0 1.5 1.12 0 0.27 0.46 1.62 00 1.08 1.82 0 1.71 01.33 0 0 1.2 1.77 0 0.14 0.49 0 2.09 0 1.12 0 1.851.81 0 0 1.92 1.29 0 0 0.51 2.32 0 0 1.97 0 1.13 2.16 00 2.07 0 1.36 2.52 0 0 0.52 2.09 0 0 1.13 2.45 0 1.37 00 2.22 0 2.71 0 1.41 0 0.44 2.2 0 2.7 0 1.95 0 1.12 0 0 2.89 2.36 0 1.46 0 2.41 0 0 2.94 0 2.31 0 0.34 0 1.073.06 0 2.79 0 2.48 0 3.16 0 0 1.53 0 2.41 0 0.19 1.43 0 0.96 0 3.14 0 3.23 0 3.37 0 2.6 0 0 2.56 1.59 0 2.02 0 0 0.02 3.45 0 0 0.82 3.41 0 3.57 02.47 0 2.66 0 2.67 0 1.61 0 3.75 0 0 0 3.76 0 0 3.6 2.84 0 0 0.7 0 2.76 0 2.76 4.04 0 1.56 0 3.18 0 3.95 0 0 3.85 0 0 0 0.57 1.44 0 4.32 0 0 2.77 2.87 0 3.5 0 0 1.58 4.12 0 0 4.02 2.11 0 0 0 4.6 0 0 0.43 3.8 0 0 2.71 0 2.99 2.64 0 4.28 0 1.62 0 4.22 0 0 4.86 4.1 0 0 0 0 3.11 0.28 0 0 3.09 2.69 0 4.43 0 5.12 0 0 4.38 4.4 0 0 1.59 3.53 00 0 0 4.56 0 0.13 3.14 0 3.93 0 4.69 0 0 2.72 5.36 0 0 4.5 1.45 0 1.53 0 4.33 0 4.97 0 4.67 0 0 0 5.59 0 0 2.08 3.18 0 0 0.03 0 2.72 0 4.66 4.71 0 2.57 0 1.38 0 5.23 0 0 4.76 5.8 0 0 0 3.2 0 5.1 0 0 2.99 0 4.73 2.67 0 0 0 5.49 05.98 0 0 1.19 0 4.82 0 3.37 5.47 03.24 0 5.73 0 0 0 0 4.8 2.58 0 3.75 0 0 0 5.85 0 6.14 0 4.84 0 0 0.97 5.95 0 0 4.12 6.21 0 3.28 0 4.91 0 0 0 6.28 0 0 2.5 1.48 0 4.48 0 0 4.82 0 6.15 0 6.56 0 0 2.17 0 0.92 0 4.85 4.93 0 3.21 0 6.4 0 0 2.74 6.32 0 4.75 0 2.23 0 6.9 0 0 0 5.21 0 0 0 0 3.24 6.55 0 0 5.01 0 7.22 0 0 6.45 0 3.38 0 0 5.56 0 3.71 4.7 00 0 4.16 0 7.52 0 0 5.91 6.68 0 6.55 0 0 4.79 0 0 4.72 0 4.62 0 0 0 0.73 0 6.24 0 7.79 0 0 0 6.6 0 6.77 0 0 5.07 6.56 0 0 0 4.88 0 8.02 0 0 2.46 0 5.53 6.59 0 0 1.48 6.88 0 0 6.87 0 0 0.99 0 5.98 0 0 0 8.23 0 0 2.11 0 0 0 7.14 3.85 0 6.5 0 0 6.44 2.61 0 6.62 0 0 2.59 0 0 8.39 0 0 3.04 6.89 0 0 7.39 6.32 0 0 3.45 0.77 0 0 7.33 8.52 0 0 0 7.6 0 5.92 0 4.26 0 0 3.85 0 0 7.76 0 0.59 0 6.4 0 2.6 0 0 4.26 8.6 0 0 7.77 0 2.53 8.17 0 0 4.66 0 6.39 0 7.9 8.64 0 0 5.07 0 3.3 7.02 0 3.95 0 0 8.56 0 5.48 0 7.98 0 0 8.93 0 0 5.25 0.02 0 8.36 0 0 5.88 1.68 0 0 6.21 9.27 0 7.64 0 8 0 0 6.28 2.6 0 0 1.55 0 7.8 9.27 0 0 2.2 6.67 0 0 9.59 0 3.75 0 7.95 2.77 0 0 7.05 0 9.87 0 3.28 7.78 0 0 5.06 9.6 0 8.21 0 0 7.41 9.85 0 0 3.76 0 0.04 0 0.63 0 10.12 0 4.24 2.06 0 0 7.74 0 8.02 4.73 0 2.87 0 0 9.77 0 10.35 0 8.05 0 5.22 11.38 0 9.93 0 3.76 0 0 8.32 0 5.71 0 10.59 9.33 0 0 10.48 0 6.22 5 0 8.56 0 0 10.43 0 6.73 0.9 0.07 0 8.75 0 13.04 0 1.64 0 7.23 7.89 0 11.2 0 2.39 0 0 10.8 0 12.13 0 7.74 0 8.9 3.08 0 0 8.23 9.08 0 3.9 0 0 9.01 8.72 0 12.74 0 12.61 0 4.92 0 0 14.24 0 9.09 0 9.18 10.83 0 0 1.68 0 9.63 0 9.57 7.72 0 0 2.19 0 12.84 0 10.05 0 2.63 0.95 1.76 0.53 2.4 0 3.05 2.79 0.17 12.03 0 10.45 0 13.66 0 8.68 0 0.01 3.46 0.1 3.59 12.08 0 0.02 3.87 0 10.82 0 15.71 0.01 4.34 0.01 4.28 0 12.74 0 11.18 0 4.71 10.39 0 0 5.09 0 5.13 11.53 0 0 5.57 0 13.19 0 13.03 7.45 0 0 15.13 0 6 11.91 0 0 6.43 11.41 0 0 11.89 8.21 0 0 6.86 16.32 0 0 7.27 2.57 3.79 2.08 4.33 14.42 0 4.881.33 0 7.66 5.52 1.18 0 14.32 0 9.85 0 8.04 0 12.34 0.83 5.13 14.99 0 0 8.38 15.3 0 0.76 5.78 0 8.69 0 10.65 15.06 0 0 8.97 7.1 0.62 0 9.2 0 13.38 0 9.4 14.43 0 7.65 0.61 0 17.55 11.56 0 0 9.56 0.58 9.25 0 9.72 0 10.35 0 16.79 13.48 0 4.39 5.67 0 12.37 0.61 9.81 4.08 6 0 13.95 6.63 2.56 6.982.49 0 14.45 2.36 6.87 15.7 0 2.38 7.21 0.64 10.7 0 14.95 1.78 0 2.23 6.62 2.27 0.02 12.45 0.05 0.16 2.76 0.26 3.24 6.98 2.31 0.32 3.71 17.62 0 14.52 0 0.35 4.19 0.73 11.28 0.36 4.68 0.29 5.19 2.17 8.49 0.14 5.7 0.01 6.23 0 16.16 0 6.77 0 7.31 2.26 8.81 0 7.85 13.26 0.12 1.04 11.36 0 8.38 15.02 0 0 8.91 0 9.43 2.21 9.67 0 9.93 0 10.4 0 10.86 5.62 6.9 0 13.81 7.07 5.46 0 11.3 7.69 3.722.25 10.017.86 3.58 0 11.73 11.93 1.18 3.43 7.72 0 12.16 3.44 7.89 0 12.61 3.45 7 0 12.67 12.54 0.43 10.08 2.31 3.47 7.16 16.29 0 16.62 0 3.39 8.11 16.6 0 3.5 8.27 18.58 1.97 11.22 0 10.43 2.43 3.35 9.08 0 17.62 3.47 9.25 16.24 0 9.293.53 9.71 3.97 0.02 14.81 0.84 13.32 9.463.67 11.77 2.46 8.735.34 4.28 10.05 5.49 8.896.72 7.49 5.49 8.65 7.656.89 10.37 3.62 5.797.48 11.91 1.67 13.41 0.84 8.97 5.82 5.937.64 14.89 0.02 7.5 5.52 0 16.37 7.66 5.74 7.21 6.42 18.61 4.16 10.88 0 6.81 5.29 16.46 0 6.97 5.38 16.17 0 0 15.99 8.28 5.19 7.48 6.76 12.63 2.31 0 10.56 8.44 5.14 0 9.91 9.29 5.68 0 9.72 9.45 5.57 9.4 4.69 0 9.54 5.97 9.56.65 7.1 5.83 9.67 0 9.33 7.78 8.91 14.34 1.54 9.08 7.62 0 9.15 0 8.87 0 8.56 6.99 7.41 0 8.17 0 7.81 16.02 0.56 0.12 7.35 9.78 5.3 11.32 2.64 0.29 6.97 6.7 6.88 0.41 6.46 0.5 6.04 0.01 17.86 0.51 5.61 0.5 5.13 7.05 7.06 0.47 4.7 0.46 4.3 4.96 9.29 0.42 3.92 13.3 2.3 0 19.33 0.39 3.55 6.93 8.65 0.32 3.15 0.23 2.76 3.41 11.97 0.08 2.35 8.97 6.77 1.91 0 18.04 0 5.58 9.68 9.87 7.31 15.2 2 10.21 7.1 0 18.33 7.56 10.29 7.23 10.63 0 18.24 9.89 9.1 7.19 9.03 4.25 11.32 10.23 8.78 14.12 2.96 17.15 1.6 0 12.81 0 12.74 7.72 9.27 0 12.28 5 11.86 0.56 19.8 9.15 9.39 16.27 2.79 0 11.83 3.87 13.44 0.05 11.37 9.95 8.92 0.19 10.94 0 18.24 7.51 11.04 0.34 10.46 10.89 9.63 18.55 2.5 0.47 9.96 17.88 0 11.46 9.27 4.88 14.03 0.61 9.38 8.27 11.35 3.71 15.43 9.87 11.56 0.74 8.9 9.3912.13 17.77 0 11.4 11.01 11.95 10.49 0.87 8.34 20.01 2.42 0.98 7.74 11.29 9.98 0.92 10.25 13.04 7.77 1.07 7.19 9.69 0.97 1.12 6.62 3.66 17.44 10.91 10.78 4.97 16.35 0 19.4 1.12 6.08 9.58 1.18 1.11 5.57 11.73 11.82 13.51 8.73 1.13 5 1.34 9.62 0 19.71 1.06 4.55 11.3 12.55 3.25 20.26 1.45 9.44 0.99 4.11 15.09 7.93 12.11 12.64 0.9 3.65 10.5 13.38 18.6 5.05 9.27 1.5 19.67 0 11.4313.45 0.76 3.23 12.71 12.76 13.49 12.03 0.6 2.82 1.5 9.02 19.47 0.69 0.39 2.4 12.96 11.52 2.23 12.34 1.47 8.75 0.13 1.97 15.63 9.12 1.44 8.34 2.47 12.34 20.06 5.28 14.05 12.5 8.05 17.1 18.97 0.82 7.95 1.46 2.54 12 13.38 13.54 15.47 10.93 1.43 7.49 14.14 13.65 2.63 11.66 1.41 7.02 0.66 18.95 20.14 2.52 13.32 14.69 17.82 9.36 14.98 12.18 1.35 6.53 13.97 14.47 7.82 20.03 11.42 2.6 13.53 14.97 1.32 6.09 3.44 9.43 10.92 2.55 16.33 13.17 1.28 5.63 2.55 20.47 17.73 11.29 3.2 9.25 1.25 5.16 2.55 10.51 15.43 14.45 19.92 4.02 19.65 9.62 1.19 4.69 2.61 10.02 3.2 9.48 2.35 16.34 14.57 4.3 1.15 12.69 17.02 2.64 9.45 15.28 15.85 1.09 3.92 3.2 9.54 15.16 16.14 16.39 15 1.02 3.53 19.4 4.3 2.55 8.89 11.26 4.84 19.67 11.45 13.77 18.56 20.12 6.28 0.93 3.16 3.11 9.56 2.47 8.33 2.82 0.8 4.98 11.58 15.23 17.47 3.1 9.44 7.68 2.35 0.61 2.47 19.31 3.87 19.86 13.1 0.33 2.1 18.58 15.43 2.24 7.08 11.62 4.9 20.19 6.41 3.05 9.15 7.85 20.11 17.23 16.91 2.15 6.46 4.98 8.67 16.28 18.01 14.34 20.12 2.98 8.91 17.75 16.46 4.87 11.48 2.06 5.9 2.86 8.52 19.89 9.99 20.29 5.93 20.22 15.79 1.95 5.32 9 4.76 4.8 11.18 7.7 20.12 1.85 4.87 8.08 2.73 16.41 20.17 4.7 10.85 9.17 4.82 1.75 4.35 20.06 10.88 10.03 6.68 19.82 17.63 7.64 2.6 17.71 19.4 1.67 3.9 19.4 9.89 20.18 7.08 10.51 4.59 18.67 18.6 9.2 4.84 2.48 7.12 12.9 19.42 1.55 3.5 10.61 6.92 4.43 10.04 6.62 2.29 1.43 3.15 9.18 4.89 19.39 13.25 10.53 20.4 6.43 9.89 2.77 1.23 2.17 6.12 10.74 6.78 9.3 19.34 4.28 9.41 15.12 18.38 0.91 2.44 9.11 4.93 15.01 18.05 5.61 2.03 12.77 19.02 16.57 16.67 4.14 8.95 6.42 10.41 0.55 2.13 10.6 6.77 1.9 5.06 20.37 9.8 8.96 4.91 8.38 8.69 19.87 12.77 3.88 8.33 1.78 4.6 6.6 10.55 10.46 6.65 17.97 15.01 8.72 4.87 3.67 7.74 18.89 12.12 18.38 14.48 4.13 1.67 8.71 9.07 16.31 16.67 8.25 11.22 10.15 6.53 6.69 10.45 3.45 7.16 8.41 4.8 3.72 1.58 12.03 19.77 8.66 9.23 1.53 3.35 3.22 6.5 9.41 10.44 9.79 6.4 14.4 17.85 4.7 8.11 7.98 11.67 6.7 10.26 1.51 3.02 18.34 13.93 5.88 2.99 16.03 16.32 7.69 4.59 12.4 9.57 8.58 9.23 9.4 6.28 1.51 2.77 9.92 6.66 9.26 10.588.01 11.71 2.78 5.25 11.88 10.31 1.48 2.5 7.29 4.47 8.94 6.15 8.45 9.15 10.35 12.87 4.64 2.55 1.24 2.26 9.06 12.42 6.57 9.6 12.69 10.61 11.49 7.98 9.5 10.33 4.33 6.84 2.3 4.05 8.47 5.99 11.87 9.76 8.28 9.02 6.45 9.14 6.41 4.19 9.7 12.79 3.51 2.05 12.19 8.96 7.88 11.31 12.6 9.94 8.03 5.81 10.08 9.635.95 4.04 1.79 3.04 8.83 8.07 11.47 9.68 6.29 8.87.55 5.62 9.52 12.33 11.78 8.82 7.73 10.96 1.58 2.67 5.45 3.89 9.64 9.8 12.13 9.74 8.28 6.1 7.83 8.6 7.04 5.43 9.66 11.09 2.55 1.92 5.02 3.73 10.56 7.54 8.65 11.35 9.33 11.87 9.5 9.51 2.72 2.55 7.76 5.88 11.68 9.55 7.55 8.35 6.54 5.22 4.5 3.57 9.58 10.71 3.88 2.32 7.3 10.18 5.65 7.22 8.43 11.16 6.11 5.02 3.99 3.41 9.36 9.16 9.11 11.41 7.24 8.02 11.23 9.333.46 3.25 10.31 9.36 5.62 4.81 9.69 7.02 6.77 5.39 6.9 7.63 10.67 8.17 8.79 9.1 8.86 10.95 2.88 3.09 9.0910.77 5.21 4.61 6.17 5.11 6.72 9.23 9.12 9.89 6.53 7.27 2.32 2.97 8.4 8.72 7.87 10.19 4.73 4.4 8.57 10.49 4.81 5.71 10.3 8.81 2.03 2.82 6.38 8.59 6.14 6.91 9.45 8.88 4.18 4.17 8.32 7.98 9.6 7.54 5.23 4.48 3.53 2.68 8.24 9.94 8.48 9.8 8.07 6.02 5.73 6.46 3.59 3.9 8.99 8.46 4.12 4.73 7.88 7.54 7.19 9.02 7.89 9.39 2.99 3.47 5.64 7.47 5.29 6.08 9.29 8.13 3.7 4 8.07 8.51 7.08 7.38 8.5 6.82 2.36 2.834.83 5.62 6.89 5.24 8.82 7.5 3.23 3.36 8.76 7.7 1.61 1.76 7.59 8.02 6.61 6.88 7.84 6.43 4.35 5.19 6.29 4.84 2.75 2.61 8.27 7.1 0.54 0.26 8.23 7.26 6.14 6.38 7.07 7.52 4.74 3.85 7.17 6.03 1.76 2.08 4.44 5.69 6.68 7.65 7.68 6.82 5.68 5.85 3.33 4.2 1.26 0.99 6.58 7.01 5.63 6.53 5.07 4.046.26 7.09 0.37 0.29 2.81 3.48 5.21 5.31 7.14 6.34 6.51 6.06 4.47 3.66 5.23 5.93 0.04 0 2.32 2.72 5.83 6.49 4.75 4.76 6.6 5.89 3.3 3.83 6.01 5.56 4.83 5.31.92 1.89 5.4 5.93 4.33 4.2 3.21 2.98 6.06 5.45 5.09 5.52 4.73 4.44 1.61 1.06 3.91 3.7 4.98 5.39 2.69 2.695.54 5.01 4.21 4.06 5.03 4.62 1.67 0.48 3.23 3.49 2.15 2.4 4.56 4.9 3.68 3.69 5.03 4.58 4.56 4.21 2.02 1.75 3.06 2.81 4.15 4.373.26 3.3 3.75 4.09 4.54 4.17 1.32 1.57 2.59 2.45 3.75 3.94 2.91 2.87 3.37 3.63 4.06 3.772.19 2.053.35 3.51 2.5 2.54 3.02 3.16 3.59 3.41 1.41 2.18 2.95 3.08 2.27 2.03 2.67 2.69 3.13 3.022.53 2.68 2.01 1.41 2.12 2.36 2.66 2.642.11 2.28 1.48 2 2.19 2.271.61 1.87 1.69 1.84020.5Page 86Effel 2011 - Concrete Design 3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:60Radial upper reinforcementSteel (cm)Values to the middlePlanar el. Ayu 36.83 33.15 29.46 25.78 22.10 18.41 14.73 11.05 7.37 3.68 0.00X YZX YZ0.22 0.190.27 0.130.53 0.58 0.17 0.24 0.39 0.710.93 0.89 0.43 0.65 0.31 0.09 0.68 1.131.29 1.21 0.72 0.98 0.8 0.29 0.98 1.51 0.13 0.28 1.71 1.6 1.33 1.03 0.49 1.22 1.38 1.91 0.33 0.69 2.19 2.07 1.68 1.42 0.79 1.61 2.34 1.81 0.56 1.04 0.07 0.31 2.66 2.48 2.07 1.87 1.97 1.152.32 2.8 0.84 1.35 0.19 0.84 2.49 2.37 3.2 3.02 2.37 1.572.92 3.31 1.26 0.38 1.67 1.170.3 0.1 2.93 2.94 2.76 2.08 3.77 3.6 0.63 1.6 3.5 3.84 1.59 1.990.73 0.21 2.62 3.18 3.4 3.57 4.45 4.18 1.92 0.95 2.07 2.31 4.19 4.4 1.07 0.43.28 3.62 4.25 3.88 2.23 1.33 5.11 4.84 2.64 2.63 4.9 5.01 1.33 0.65 0.22 0.073.98 4.06 1.83 2.55 4.97 4.41 5.84 5.52 2.98 3.25 1.59 0.95 0.84 0.12 5.62 5.71 2.38 2.85 4.54 4.76 4.98 5.76 1.22 0.27 1.34 1.81 3.94 3.36 6.64 6.24 6.54 6.293.17 3.02 1.51 0.49 5.03 5.6 2.06 1.8 6.63 5.52 4.69 3.74 7.41 7 0.22 0.07 6.99 7.41 1.78 0.79 3.5 3.71 2.35 2.33 5.52 6.49 5.47 4.11 6.16 7.51 0.74 0.12 8.34 7.82 1.98 1.17 8.35 7.68 3.8 4.48 2.65 2.951.14 0.27 6.12 7.47 4.48 6.32 6.82 8.44 2.27 1.61 9.19 8.69 2.96 3.6 5.33 4.13 1.43 0.49 9.32 8.44 8.49 6.6 7.32 4.94 2.59 2.14 7.45 9.51 1.67 0.79 3.28 4.29 6.24 4.44 10.17 9.58 10.45 9.28 0.15 0.1 2.88 2.74 9.61 7.16 5.33 8.31 1.88 1.17 10.56 8.16 3.61 5.07 7.25 4.79 0.79 0.21 11.2 10.54 3.16 3.42 11.65 10.1 2.08 1.62 10.76 7.72 9.39 5.76 1.18 0.4 3.96 5.99 8.9 11.74 5.19 8.33 4.17 3.45 2.28 2.14 12.33 11.63 0.65 1.57 10.94 12.9 10.57 6.3 8.36 12.12 4.31 6.93 3.73 5 9.48 5.62 2.47 2.74 13.02 9.67 1.87 0.9613.46 12.77 7.93 4.67 14.23 11.9 6.87 11.84 2.09 1.35 2.65 3.41 13.49 9.04 4.02 5.9 10.76 6.1 0.17 0.07 10.58 14.45 2.28 1.81 2.83 4.17 5.05 9.02 14.81 13.98 4.31 6.85 0.18 0.82 7.52 13.22 15.86 12.95 15.04 9.63 12.09 6.61 2.46 2.35 1.19 0.37 11.47 15.9 3.01 5.02 10.23 5.43 4.6 7.9 16.21 15.32 8.2 14.73 2.62 2.95 0.63 1.41 13.62 7.14 10.39 16.72 17.43 14.06 3.18 5.914.88 9.08 17.59 12.49 11.49 5.83 0.94 1.57 2.77 3.68.93 16.3 3.34 6.89 17.98 16.92 15.21 7.69 11.11 18.58 1.69 1.34 19.27 15.42 2.91 4.31 5.17 10.34 6.25 12.86 19.44 13.65 3.49 7.94 1.82 1.77 3.03 5.08 9.69 18.07 8.27 16.99 19.8 18.51 5.45 11.69 20.63 12.08 0.13 0.13 1.83 2.39 21.24 16.97 6.68 14.42 3.63 9.15 3.14 6.01 0.32 0.74 21.66 14.79 3.03 1.86 8.87 19.01 10.47 20.12 5.74 13.18 0.56 1.25 3.77 10.39 7.13 16.07 13.19 22.8 3.23 6.93 20.55 22.28 1.87 3.72 19.21 23.25 0.83 1.55 6.03 14.82 21.17 9.5 7.93 3.3 24.2 16.98 3.89 11.74 11.19 22.54 4.48 1.87 1.18 1.72 7.6 17.9415.24 24.67 1.83 1.58 3.35 9.04 5.34 1.84 6.34 16.62 4.01 13.23 23.47 10.2 24.61 26.43 8.09 20.05 1.9 2.08 22.97 27.56 13.09 25.04 1.78 6.27 3.39 10.24 20.39 28.62 4.12 14.86 6.66 18.67 2.63 1.93 1.7 7.26 18.35 29.12 8.52 22.52 3.4 11.55 25.07 11.08 3.27 1.94 4.22 16.66 0.09 0.17 7 20.85 8.33 1.59 30.36 30.27 15.73 29.55 1.91 3.92 26.42 33.91 3.39 12.91 0.28 0.82 32.93 25.13 9.47 1.46 10.29 24.92 4.33 18.67 4.68 1.86 1.1 0.52 7.4 23.23 29.43 13.57 35.93 21.09 3.37 14.45 0.79 1.24 1.78 5.5 10.74 1.29 4.44 20.92 1.13 1.29 19.24 34.07 6.42 1.67 3.34 16.11 20.68 19.83 1.09 12.16 6.81 24.52 12.61 29.29 1.54 1.28 17.51 23.48 1.52 7.3 15.05 23.15 4.53 23.28 15.32 36.54 2.08 1.22 3.31 17.98 13.6 0.85 26.01 12.78 1.34 8.36 2.64 1.1 28.71 9.32 15.28 0.64 3.28 20.08 3.28 0.95 25.63 9.65 5.54 24.72 15.2 34.47 9.43 1.12 3.97 0.76 17.11 0.44 17.77 15.94 0.86 10.61 27.51 7.86 15.19 18.69 3.3 22.61 4.78 0.53 12.23 19.83 35.59 10.96 0.58 11.85 7.63 28.94 0.26 19.02 5.62 0.3 10.98 20.6 0.17 0.12 27.5 5.15 1.39 25.11 0.43 0.68 0.15 6.52 13.26 0.36 21.17 7.87 21.17 0.16 1.11 0.72 7.48 0.01 14.77 0.18 1.04 1.31 9.4 35.84 21.69 6.71 3.84 27.92 0.11 23.56 8.53 0 3.44 29.5 1.42 1.37 14.17 13.214.92 12.71 16.3 0.06 1.87 1.35 9.82 15.55 9.61 0 21.86 4.53 1.27 2.39 8.85 16.3 25.28 0.09 18.14 0.01 10.86 0 2.95 1.14 0.75 28.13 5.02 34.55 6.44 16.56 12.18 0 3.58 0.96 20.23 0 3.36 22 29.69 0.91 4.26 0.74 5.68 17.24 0 13.61 22.64 0 5.01 0.47 10.97 11.03 15.1 0 27.37 0.18 11.31 10.48 5.78 0.25 3.85 17.2 1.07 22.19 7.75 11.37 1.55 25.27 0 6.65 0.08 16.81 0 7 12.01 7.55 0 2.98 17.41 5.25 12.15 18.66 0 0 8.53 0 29.81 0.1 21.9 4.69 12.59 27.8 0 20.75 0 9.55 0 1.02 17.66 0.12 0.14 10.64 0 22.97 0 3.21 12.62 0.37 0.71 34.4 0.07 11.82 0 0.65 0.93 8.27 8.93 8.35 8.33 0.98 0.97 6.07 7.15 0 24.96 0 13.09 0 22.08 2.55 12.72 1.39 0.9 7.64 5.54 0.2 17.26 1.84 0.74 14.49 0 25.68 0 7.66 4.18 2.33 0.51 29.41 0 16.04 0 2.94 0.23 0.98 13.02 8.01 3.74 3.54 0.06 0 17.65 4.22 0 36.32 0 17.59 0 2.61 8.01 21.41 0 4.95 0 0 19.55 5.75 0 0.28 12.68 21.81 0 2.12 8.11 6.61 0 0 26.38 7.49 0 5.61 6.7 5.67 6.21 0 24.46 4.533.38 8.42 0 4.14 3.43 16.88 0 8.4 0.94 9.58 0 12.98 0 3.15 3.17 0 28.95 10.56 0 0 20.95 3.34 2.84 11.75 0 8.12 0.38 0 33.32 13 0 2.07 3.42 14.37 0 12.48 0 15.95 0 0 16.68 1.73 3.45 23.41 0 0 8.41 17.59 0 3.62 0.91 19.35 0 21.31 0 20.18 0 0 12.41 3.18 4.66 7.97 0 3.5 0.51 3.22 4.35 23.61 0 3.27 0.47 2.990.42 27.93 0 0 2.39 0 15.93 0 2.13 3.66 0.02 34.29 0 0.08 0.22 0 1.67 0.49 0.58 0 8 0.94 0.79 1.3 0.88 1.41 0 1.71 0.81 0 23.87 0 11.77 2.19 0.64 3.4 0 2.69 0.38 3.24 0.05 0 0.89 3.85 0 4.48 0 19.08 0 5.21 0 5.92 0 0 0.6 6.71 0 0 7.46 3.61 0 7.52 0 0 15.25 8.43 0 9.32 0 0 0.15 10.33 0 11.33 0 12.44 0 0.28 1.17 11.58 0 1 0.29 13.62 0 0.96 0 0 0.040.880 15.01 0 0 3.48 0 1.01 16.46 0 0 0.98 17.97 0 0 1.17 19.97 0 0 8.51 0 0.45 0 1.14 0 22.66 0 26.82 0 1.23 0 30.75 0 1.2 0 5.85 0 20.99 0 0.49 0 1.15 18.13 0 0 1.09 0 14.46 0.92 0 0 3.42 11.22 0 8.42 0 0.81 0 0 5.79 0.56 0.43.38 0 0.39 0.411.34 0 4.83 0 0 1.21 0 6.86 0 1.3 0 9.13 0 11.23 0 4.5 0 1.22 0 13.46 1.28 0 16.2 0 1.24 0 0 3.59 0 6.32 0 20.14 1.23 0 0 30.64 1.2 0 0 24.99 20.94 0 1.07 0 0 3.31 0 8.42 18.75 0 1.04 0 17.13 0 0.82 0 15.62 0 0.76 0 0 4.84 14.2 0 00.542.66 0 0 0.44 12.94 0 0 0.31 0 10.56 0.18 0 11.83 0 10.78 0 9.8 0 2.4 0 8.84 0 7.96 0 0 12.85 7.15 0 0 4.44 0 6.35 6.37 0 1.75 0 5.63 0 4.95 0 15.45 0 4.29 0 3.66 0 1.49 0 3.1 0 2.54 0 3.42 0 2.09 0.13 0 7.99 17.75 0 1.61 0.43 0 0.74 1.24 0.62 0.86 0.68 5.82 0 0.55 0.5 0.46 0 0.1 0.19 0 26.79 3.08 0 0.03 0 0 10.03 0 0 23.4 0 0 0 0 0 19.63 0 0 0 2.12 0 4.4 0 0 0 0 7.27 0 12.39 17.15 0 15.57 0 1.78 0 14.38 0 3.95 0 15.27 0 0 0.71 0 9.01 13.17 0 5.45 0 12.18 0 0.34 0 11.2 0 25.39 0 2.62 0 10.28 0 0 0 0 11.12 9.48 0 0 20.68 0 0 4.88 0 8.65 0 2.14 0 6.61 0 0 0 7.89 0 0 0 0 17.3 0 0 0 0 7.22 0 0 12.95 6.49 0 0 0.7 15.03 0 0 3.18 5.84 0 0 13.86 5.15 0 7.93 0 0 0.22 5.85 0 21.33 0 4.52 0 0 12.68 3.96 0 0 0 0 2.53 3.4 0 11.66 0 18.66 0 2.86 0 0 0 9.71 0 10.8 0 2.39 0 0 3.79 0 0 1.94 0.02 0.73 0 0 6.83 0 9.92 0 15.55 0 0 1.53 0.26 0 0 0 0 1.13 0.35 9.16 0 0 19.28 0.72 0.26 0 0.15 13.38 0 8.41 0 0.28 0.04 0 2.93 7.78 0 12.25 0 0 7.89 0 0 4.44 0 0 15.8 0 7.11 11.4 0 0 0 0 0.75 6.45 0 0 0 10.56 0 5.87 0 13.18 0 0 15.21 0 0 0 3.29 0 0.09 5.26 0 0 0 5.01 0 0 9.9 00 4.74 0 11.26 0 0 9.24 0 0 4.13 0 13.41 0 0 0.76 10.56 0 3.68 0 8.64 0 0 0 0 14.99 0 3.73 3.12 0 8.07 0 9.79 0 10.89 0 0 0 0 2.67 0.03 0 7.5 0 0 0 2.21 0 9.05 0 0 0 0 0 1.79 0 0 12.31 6.98 0 0 10.22 0 0.5 0 0 0 10.48 1.38 0.01 8.34 0 6.46 0 0.21 1.02 9.54 0 0 0 7.68 0 0 5.95 0.67 0.22 0 9.94 0 0.05 0.22 0.05 0 0 5.46 0 0 8.92 0 8.79 7.06 0 8.94 0 0 0 4.98 0 8.43 0 0 0 0 0 6.49 0 0 0 8.33 0 4.55 0 6.04 0 0 4.42 0 6.3 0 0 4.07 0 0 8 7.76 0 7.07 0 3.58 0 0 5.7 0 0 7.22 0 0 7.51 3.1 0 0 1.07 0 7.27 0 0 0 5.27 0 0 2.63 0 0 2.84 0 4.93 0 6.71 0 0 0 7.04 4.95 0 0.01 0 2.17 0 0 6.86 6.23 0 0 4.62 1.66 0 0 6.58 0 0 0.53 0 4.33 0 0 1.18 4.31 0 0 6.52 0.99 0 5.77 0 0 0 0.75 0.06 0 6.14 0 0 0 4.02 0 0 0 0 5.34 0 4.24 0 0.39 0.01 0 6.18 3.73 0 0 0 0 5.71 3.1 0 0 0 5.04 0 3.46 0 4.12 0 0 5.86 0 0 0 5.3 4.74 0 0 0 0 0 0 3.21 3.07 0 0 0 0.07 0 0 5.55 4 0 4.48 0 0 4.91 0 2.91 0 0 3.1 0 2.58 0 4.25 0 0 0 0 5.24 0 0 4.52 0 0.1 0 3.88 0 2.16 0 0 0 0 4.04 0 0 0 4.15 0 0 3.12 0 0 4.92 1.59 0 0 3.75 0 0 0.19 0 3.89 0 0 0 0.79 0 0 3.78 0 4.6 3.15 0 0 0 0 3.76 0.24 0.07 0 0 3.62 0 0 0 0 0.32 0 0 3.43 0 3.65 0 0 4.28 0 0 3.16 0 3.47 0 0 3.08 0 0 0 3.63 0 0 0.51 0 0 0 0 3.94 0.03 00 2.76 3.66 0 0 3.16 0 0 3.31 00 3.6 0 0 0 0 0.71 0 3.69 0 0 2.4 0 0.13 0 0 0 3.13 3.14 0 0 3.24 0 0 0 3.72 0 2.02 0 0.94 0 0 0 0 0.3 0 3.63 0.05 0 2.94 0 0 3.09 0 0 2.86 0 1.82 0 0 3.31 0.01 1.15 0 2.74 0 0 0 0 2.4 0 1.66 0 0.5 0 0 3.03 0 0 00 1.53 0 0 0 1.92 0 1.33 0 2.53 2.95 0 0 0 0.77 0 0 0 0 1.42 0 0 0 1.42 0 2.31 1.49 0 0 0 2.85 0 1.41 1.05 0 0 0 0 1.01 0 0 2.08 0 0 0 0.22 1.77 1.61 0 2.74 0 0 0 0 0.57 0 1.29 0 0 0 1.84 1.72 2.62 0 0 0 0 0 1.72 2.63 0 0 0.28 0 0 1.61 0 0 1.5 0 0 0 0 0 0.15 1.8 0 2.51 0 0 0 1.38 0 0 0 1.66 0 0 0.01 0.02 0.062.39 0 0 1.86 0 0 1.15 0 0 0 0.37 0.04 0 0 1.79 0 0 0.17 2.27 0 0 1.9 0 0.94 0 0 0.73 0.08 0 0 1.9 0 0 0.06 0 2.15 0 0.32 0.78 0 1.91 0 0 0 0 0 1.96 0 2.04 0 0 0.71 0 0.24 0.57 0 0 1.910 0 0.59 0 1.9 0 2 0 0 0 0.49 0 0 1.87 0.8 0 0.37 0 1.65 0 0 0 0 2 0 0 1.8 0 0.76 0 0.99 00 1.31 0 0 1.96 0 0 1.67 0 0 0 0.99 0 1.14 0.8 0 1.89 0 0.05 0 0 1.480 0 0 1.25 1.17 0 0.58 0 0 1.76 0 1.19 0.23 0 1.31 0 0.01 0 1.3 0 0.7 0 1.54 0 0.51 00 1.31 0 1.37 0.3 0 0.13 0.09 1.21 0 0.74 0 1.25 0 0 1.37 0.57 0.030.04 0.690.9 0 1.11 0 0 1.28 0.75 0.34 0.13 0.21 0.96 0.17 0.05 0.77 1.07 0.1 0.82 0.560.92 0.29 0 0.15 0.64 0.16 0.73 0.610.66 0.23 0.11 0.05 0.46 0.430.13 0.04 0.08 0.09036.83Page 87Effel 2011 - Concrete Design 3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:60Tangential upper reinforcementSteel (cm)Values to the middlePlanar el. Axu 14.66 13.19 11.73 10.26 8.80 7.33 5.86 4.40 2.93 1.47 0.00X YZX YZ0.35 0.310.24 0.480.67 0.61 0.66 0.25 0.64 0.610.85 0.95 0.76 0.66 0.14 0.76 0.89 0.861.1 1.26 0.91 1.03 0.53 0.86 1.17 1.13 0.87 0.16 1.32 1.55 1.32 1.13 0.98 0.83 1.43 1.36 0.98 0.62 1.55 1.82 1.62 1.33 1.18 1.07 1.62 1.72 1.11 1 0.94 0.02 1.82 2.16 1.93 1.56 1.33 1.382 1.87 1.25 1.31 1.05 0.42 2.2 1.81 2.09 2.46 1.55 1.642.3 2.11 0.72 1.18 1.59 1.440.04 0.98 2.08 2.49 1.79 1.92 2.39 2.77 1.32 0.96 2.65 2.37 1.64 1.850.51 1.11 2.23 2.02 2.81 2.33 2.62 3.11 1.17 1.48 1.87 2.13 2.97 2.65 0.85 1.252.52 2.25 2.6 3.14 1.38 1.67 2.95 3.44 2.4 2.1 3.33 2.9 1.17 1.39 0 1.012.84 2.51 1.88 1.58 2.92 3.45 3.22 3.77 2.68 2.36 1.4 1.55 0.25 1.13 3.17 3.67 2.14 1.79 2.75 3.18 3.76 3.19 0.53 1.27 1.72 1.65 2.61 2.95 3.48 4.11 4.01 3.431.99 2.42 0.75 1.42 3 3.49 1.9 1.9 3.46 4.11 2.87 3.21 3.8 4.48 0 1.01 3.68 4.37 0.91 1.58 2.19 2.72 2.11 2.1 3.26 3.84 3.17 3.51 4.39 3.74 0.34 1.13 4 4.79 1.09 1.75 4.74 3.97 2.42 3.03 2.35 2.30.68 1.27 3.45 4.18 3.83 3.45 4.69 4.06 1.26 1.93 4.31 5.1 2.58 2.55 3.32 2.62 0.93 1.42 5.07 4.21 4.54 3.74 3.67 4.04 1.42 2.12 5.01 4.25 1.15 1.58 2.81 2.82 3.66 2.85 4.56 5.45 5.37 4.42 0 0.99 1.58 2.31 4.83 3.95 4.36 3.93 1.35 1.75 4.51 5.29 3.03 3.04 3.95 3.03 0.06 1.11 4.75 5.74 1.75 2.51 5.64 4.64 1.52 1.93 5.21 4.19 4.16 4.62 0.29 1.25 3.28 3.24 5.57 4.69 3.22 4.26 2.75 1.9 1.71 2.11 4.93 5.99 1.4 0.47 4.88 5.94 4.33 4.84 4.36 5.45 3.48 3.49 2.06 3.01 4.58 3.44 1.85 2.31 4.85 5.84 0.61 1.565.08 6.26 3.72 3.73 6.2 5.05 5.1 4.49 0.72 1.73 2.04 2.53 5.71 4.54 2.2 3.29 4.81 3.63 0 0.94 6.09 4.94 0.84 1.91 2.19 2.77 3.93 3.9 5.19 6.51 2.37 3.59 1.06 0.18 5.39 4.61 6.26 5.2 5.91 4.77 5.1 3.85 0.95 2.1 0.47 1.19 6.32 4.99 2.35 3.02 4.03 4.14 2.52 3.84 5.29 6.72 5.55 4.65 1.06 2.31 1.33 0.69 5.25 4.08 4.96 6.06 6.5 5.37 2.5 3.312.71 4.09 4.97 6.55 4.17 4.35 1.49 0.86 1.16 2.585.84 4.66 2.67 3.6 5.18 6.84 5.46 4.26 5.26 6.12 1 1.67 6.56 5.43 1.26 2.84 2.86 4.31 4.59 4.27 4.85 6.82 2.8 3.88 1.9 1.13 1.36 3.09 6.17 4.58 4.48 5.54 5.5 6.74 3.07 4.52 6.11 5.42 0 0.88 1.24 2.15 6.35 5.87 4.82 4.24 2.99 4.05 1.47 3.26 0.99 0 4.9 6.89 2.43 1.36 4.75 5.49 6.47 4.35 3.24 4.66 1.12 0.11 3.13 4.33 5.06 4.19 5.98 5.76 1.57 3.52 12.5 12.38 1.49 2.75 10.5 13.67 1.26 0.24 3.48 4.77 5.41 5.09 3.76 1.69 13.58 10.37 3.27 4.54 6.64 4.2 3.06 1.61 1.44 0.34 5.38 4.057.96 14.48 0.42 1.67 1.8 3.94 3.36 1.74 3.75 4.79 3.47 4.71 4.94 5.79 12.42 12.63 5.77 3.81 0.51 1.88 11.22 13.38 7.72 14.17 1.86 3.68 1.93 4.09 10.88 13.39 3.64 4.81 4.07 4.69 2.12 0.59 1.98 4 9.13 13.76 6.03 3.48 2.07 4.19 14.5 5.08 2.37 0.66 3.85 4.86 0.77 0 4.49 4.53 4.31 2.1 11.11 13.09 8.57 13.51 0.73 2.65 10.28 13.65 2.24 4.32 0.86 0.07 11.24 11.82 4.64 2.22 4.59 13.93 4.18 4.81 2.92 0.8 0.39 1 5.29 3.97 13.42 6.59 13.67 9.03 2.45 4.29 1.19 0.62 0.86 3.19 4.91 2.36 4.66 4.57 1.44 0.78 9.91 11.49 3.44 0.93 2.72 4.25 6.35 6.16 2.52 5.12 1.65 14.06 5.85 13.12 1.69 0.92 2.36 7.81 1 3.71 4.61 9.59 5.31 4.07 7.18 12.88 1.92 1.02 3.07 4.09 5.36 2.71 9.43 0.94 1.08 3.95 2.24 1.12 13.37 3.49 5.48 2.9 3.65 3.86 2.57 1.2 11.23 2.47 1.11 14.01 7.37 12.18 4.21 1.17 2.9 1.27 5.55 3.13 4.96 4.04 1.28 4.4 10.13 0.13 1.79 6.3 4.91 3.52 3.21 1.34 2.8 8.05 12.32 4.86 1.4 4.59 2.55 13.17 3.48 5.6 3.56 1.36 0.49 8.95 0.67 0 11.25 0.45 0 14.1 0.77 0 1.25 3.91 4.67 1.46 9.52 1.39 5.54 4.01 0.06 0.92 4.26 1.11 4.71 1.52 1.13 0.16 4.25 12.36 9.94 0 0 10.17 4.6 5.03 4.6 0.89 0.32 13.31 1.36 0.25 4.59 2.675.56 0.85 4.79 1.63 1.6 0.31 1.46 7.57 4.93 0.63 9.33 0.26 0.35 1.84 0.09 8.16 0 4.67 1.85 5.24 0.39 2.1 0.38 0 10.19 1.54 12.1 0.5 8.89 5.51 0.19 2.38 0.4 4.44 2.26 0 9.28 13.56 0.04 2.68 0.42 0 9.07 0.05 5.74 4.3 3.26 2.95 0.43 1.38 4.11 5.98 0.01 11.02 0 4.96 0.25 3.27 0.36 0.01 8.5 0 9.02 0.38 6.93 13.02 0.65 14.34 0 3.53 0.16 6.14 0.03 0 7.46 3.81 0 0 8.28 0.07 8.08 6.24 0.13 0 4.09 0 13.68 0 9.08 0 8.27 10.03 0 6.16 0.55 4.36 0 0 8 0.49 0 4.6 0 5.81 1.08 0 7.5 0.68 0.05 11.47 0.02 4.79 0 0.94 0.29 3.65 0.58 4.32 0.09 1.21 0.46 0 6.27 0 14.58 0 4.95 0 9.63 0 7.35 1.46 0.57 6.69 0 0 8.22 1.76 0.64 5.07 0 10.96 0 7.23 0 2.06 0.68 13.87 0 5.06 0 2.36 0.68 0 7.05 7.37 0 2.71 0.51 0 5.1 3.04 0.21 13.69 0 8.74 0 0 6.46 9.21 0 3.41 0 0 4.96 3.74 0 0 7.2 5 0.23 0 6.34 4.09 0 0 9.29 4.45 0 3.19 0.29 3.66 0.05 0 13.78 0 5.57 4.83 0 0 5.86 8.55 0 6.02 0 5.03 0 7.91 0 6.3 0 0 13.5 5.47 0 0 8.6 6.39 0 5.76 0 6.14 0 0 11.29 6.03 0 0 4.45 6.27 0 7.72 0 6.41 0 0 7.79 0 4.41 9.27 0 0 6.99 6.54 0 4.19 0 6.68 0 6.42 0 7.7 0 0 7.08 2.71 0.1 6.84 0 4.21 0 2.93 0.04 13.7 0 04.68 0 4.8 13.38 0 3.56 0 0 7.2 3.55 0 5.98 0 13.62 0 0 0.37 2.82 0 0 0.63 0 6.29 0.88 0 1.14 0.04 0 2.81 1.38 0.07 0 7.64 0 6.54 1.63 0.08 5.89 0 1.89 0.08 2.17 0.03 2.66 0 2.45 0 2.74 0 5.98 0 3.01 0 3.32 0 2.66 0 3.61 0 0 5.87 5.45 0 3.91 0 0 5.2 4.15 0 4.42 0 3.16 0 4.64 0 4.87 0 5.05 0 1.24 0 4.6 0 0 1.41 5.22 0 0 1.433.17 0 01.56 5.25 0 0 5.16 1.49 0 5.27 0 1.56 0 5.39 0 1.45 0 5.58 0 0 3.95 0 4.4 1.48 0 0 12.43 0 12.64 1.37 0 0 11.08 1.34 0 0 3.29 0 5.99 0 4.28 1.24 0 4.61 0 1.16 0 0 4.22 0 1.2 0 2.57 3.73 0 3.28 0 0 1.07 0 2.82 0.051.17 2.35 0 0.99 0 0 0.23 0.01 00.04 0 0 0.15 0.25 0 0 0.36 0 1.09 0 0 0.11 0 0 2.37 0 0.43 3.82 0 0 0.35 0 0 0 0.01 0 5.93 0 0.61 0 12.91 0 0.59 0 12.27 12.39 0 0 0.7 0 0 0 0.02 6.74 0 0 0.73 6.85 0 0 0.64 6.66 0 0 0.72 0 0 6.55 0 0.470 0 0 0.60 6.33 0 0.27 0.16 0 0.08 0.05 0.45 6.06 0 5.78 0 5.51 0 0 0 5.25 0 4.93 0 0 0.59 4.59 0 0 0 0 0 4.27 0 0 0 3.91 0 3.55 0 1.5 0 3.22 0 2.9 0 0 0 2.56 0 2.26 0 0 0 1.91 0.13 0 0.2 2.09 0 1.63 0.17 0.01 0 1.31 0.16 1.03 0.08 0 0 0.69 0 0 0.01 0 0.33 0 10.08 0 0 0 0 0 1.07 0 0 11.01 0 0 0 0 0 10.37 0 0 0 0 0 0 0 0 0 0 0 0 2.42 5.9 0 5.52 0 0 0 5.31 0 0 0 4.23 0 0 0 0 0.01 5.24 0 0 0 5.07 0 0 0 4.91 0 11.46 0 0 0 4.75 0 0 0 0 0.28 4.54 0 0 10.53 0 0 0 0 4.35 0 0 0 0.21 0 0 0 4.11 0 0 0 0 10.05 0 0 0 0 3.8 0 0 0.61 3.61 0 0 0 6.83 0 0 0 3.32 0 0 6.74 3.09 0 0.99 0 0 0 0 0 8.63 0 2.84 0 0 6.52 2.54 0 0 0 0 0 2.27 0 6.32 0 8.72 0 2.02 0 0 0 1.98 0 6 0 1.74 0 0 0 0 0 1.48 0 0 0 0 0 0 5.82 0 7.6 0 0 1.22 0 0 0 0 0 0.94 0 5.56 0 0 9.41 0.64 0 0 0 5.88 0 5.33 0 0.27 0 0 0 5.02 0 5.34 0 0 0.05 0 0 0.12 0 0 8.07 0 4.77 5.06 0 0 0 0 0 4.51 0 0 0 4.93 0 4.23 0 7.22 0 0 6.67 0 0 0 0 0 0 3.95 0 0 0 0.23 0 0 4.68 00 3.63 0 6.46 0 0 4.48 0 0 3.39 0 6.06 0 0 0 6.39 0 3.02 0 4.32 0 0 0 0 6.86 0 0 2.78 0 4.12 0 5.98 0 4.54 0 0 0 0 2.44 0 0 3.95 0 0 0 2.12 0 5.68 0 0 0 0 0 1.8 0 0 5.33 3.75 0 0 5.61 0 0 0 0 0 4.34 1.49 0 5.39 0 3.57 0 0 1.15 4.93 0 0 0 5.22 0 0 3.38 0.77 0 0 4.06 0 0 0.3 0 0 0 3.17 0 0 4.57 0 2.97 4.91 0 3.8 0 0 0 3.01 0 5.89 0 0 0 0 0 4.68 0 0 0 4.28 0 2.77 0 4.41 0 0 1.09 0 1.12 0 0 2.59 0 0 5.55 4.02 0 2.1 0 2.43 0 0 4.11 0 0 3.81 0 0 5.18 2.25 0 0 0.46 0 5.09 0 0 0 3.92 0 0 2.01 0 0 0.19 0 0.79 0 3.62 0 0 0 4.85 3.64 0 0 0 1.73 0 0 4.29 3.39 0 0 3.39 1.43 0 0 4.57 0 0 0.01 0 5.16 0 0 1.04 3.18 0 0 3.88 0 0 3.18 0 0 0 0.61 0 0 4.29 0 0 0 2.97 0 0 0 0 2.97 0 4.53 0 0.27 0 0 3.53 2.81 0 0 0 0 4.03 4.77 0 0 0 2.71 0 2.65 0 4.04 0 0 3.25 0 0 0 3.87 2.52 0 0 0 0 0 0 2.51 3.53 0 0 0 4.38 0 0 3.06 3.75 0 2.33 0 0 3.63 0 2.42 0 0 2.94 0 2.31 0 2.08 0 0 3.03 0 2.84 0 0 3.37 0 3.82 0 3.5 0 2.17 0 0 0 0 1.92 0 0 0 3.11 0 0.95 2.6 0 0 2.62 1.89 0 0 3.34 0 2.043.31 0 1.71 0 0.16 0 1.3 0 0 2.85 0 2.46 2.38 0 0 0 0 1.57 0.3 0 0.43 0 3.21 0 0 0 0 3.03 0 1.66 2.57 0 1.51 0 0 2.28 0 0 2.19 0 3.06 0 0 2.27 0 0 0 1.49 0 0.05 2.83 0 0 0 0 2.09 1.46 00 1.94 1.57 0 0 2.03 0 0 2.94 00 1.91 0 0 0 0 2.67 0 1.78 0 0 1.68 0 1.39 0 0 0 2.77 1.91 0 0 1.71 0 0 0 2.11 0 1.37 0 2.51 0 0 0 0 1.36 0 2.59 0 0 2.67 0 0 1.8 0 0 1.53 0 1.02 0 0 3.17 0 2.37 0 2.54 0 0.01 0 0 1.33 0 0.67 0 1.34 0 0 1.72 0 0 00 0.34 0 0 0 1.15 0 2.25 0 2.41 1.63 0 0 0.09 1.26 0 0 0 0 0.08 0 0 0 0.94 0 2.27 2.13 0 0 0 1.55 0 0 0 1.15 0 0.28 0 0 0.7 0 0 2.15 0 0 0 0 0.11 2.02 0 1.47 0 0 0 0 0.43 0 1.07 0 0.52 0 2.03 0.44 1.03 0 0 0 0 0 1.9 1.39 0 0 0.13 0 0 1.94 0 0 0.99 0.78 0 0 0 0 0.02 1.78 0 1.32 0 0 0 1.83 0 0 0 0.91 0 0 1.01 0 01.23 0 0 1.65 0 0 1.68 0 0 0 0 0 0 0 0.84 0 0 1.14 1.13 0 0 1.5 0 1.5 0 0 0 0 0 0.76 0 0 0.06 0 1.01 0 1.25 1.21 0 1.34 0 0 0 0 0 0.67 0 0.88 0 0 0.77 0 0.24 1.2 0 0 1.190 0 0.16 0 0.67 0 0.58 0 0 0 0.3 0 0 1.02 1.13 0 0 0 0.4 0 0 0 0 0.49 0 0 0.85 0 0.28 0 1.05 00 0.11 0.03 0 0.39 0 0 0.66 0 0 0 0.27 0 0.97 0 0 0.29 0 0.33 0 0 0.460 0 0 0.88 0.25 0 0.01 0 0 0.21 0 0.26 0.51 0 0.77 0 0 0 0.22 0 0.07 0 0.12 0 0.52 00 0.65 0 0.19 0 0 0 0 0.04 0 0.5 0 0.49 0 0 0.15 0.01 0.030 00.44 0 0.28 0 0 0.1 0.01 0.08 0 0 0.35 0 0 0.03 0.02 0 0 0.070.19 0 0 0 0 0 0 0.020.01 0 0 0 0 00 0 0 0014.66Page 88Effel 2011 - Concrete Design 3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:60Shear reinfocementSteel (cm)Values to the middlePlanar el. 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Structure3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:59Model Soil supportsX YZX YZPage 90kv = 1000MPa - results pages 91 to 113Effel 2011 - Structure3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:60Results Soil stressesStresses (MPa)Case #101Supports sZ 0.00 -0.04 -0.08 -0.12 -0.16 -0.20 -0.24 -0.28 -0.32 -0.36 -0.41X YZX YZ-0.410.00Page 91Effel 2011 - Structure3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:60Results Soil stressesStresses (MPa)Case #102Supports sZ 0.00 -0.04 -0.08 -0.12 -0.15 -0.19 -0.23 -0.27 -0.31 -0.35 -0.39X YZX YZ-0.390.00Page 92Effel 2011 - Structure3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:60Results Soil stressesStresses (MPa)Case #103Supports sZ 0.00 -0.03 -0.05 -0.08 -0.11 -0.14 -0.16 -0.19 -0.22 -0.25 -0.27X YZX YZ-0.270.00Page 93Effel 2011 - Structure3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:60Results Soil stressesStresses (MPa)Case #104Supports sZ -0.00 -0.03 -0.05 -0.07 -0.10 -0.12 -0.14 -0.17 -0.19 -0.22 -0.24X YZX YZ-0.24-0.00Page 94Effel 2011 - Structure3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:60Results Soil stressesStresses (MPa)Case #105Supports sZ 0.00 -0.03 -0.07 -0.10 -0.13 -0.16 -0.20 -0.23 -0.26 -0.29 -0.33X YZX YZ-0.330.00Page 95Effel 2011 - Structure3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:60Results vertical displacements pedestalDisplacements(cm)Case #103Planar el. Dz 0.00 0.00 -0.00 -0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 -0.03X YZX YZ-0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.01 -0.00 -0.00 -0.00 -0.00 -0.01 0.000.00 -0.01-0.01 0.00 -0.01 0.00-0.00 -0.00 0.00 -0.01 -0.00 -0.000.00 -0.01 -0.01 0.00-0.01 0.00 0.00 -0.01 0.00 -0.01 -0.00 -0.00 -0.01 0.00 -0.01 0.00 -0.01 -0.00-0.01 -0.00 -0.01 0.00-0.01 -0.00-0.01 0.00 0.00 -0.01 -0.01 0.00 -0.01 0.00-0.00 -0.01 0.00 -0.01 -0.01 -0.00 -0.01 -0.00 -0.01 0.00 -0.01 0.00 -0.01 -0.00 -0.01 0.00 -0.01 0.00 -0.00 -0.01-0.01 0.00 -0.00 -0.01 -0.01 0.00 -0.01 0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.00 -0.01 -0.00 -0.01 -0.00 0.00 -0.02 -0.01 0.00 -0.01 0.00 -0.00 -0.01-0.01 -0.00 0.00 -0.02 -0.00 -0.01 -0.01 -0.01 0.00 -0.01 -0.01 -0.01 -0.01 -0.00-0.00 -0.01 -0.01 -0.01 -0.02 0.00 0.00 -0.02 -0.01 -0.01-0.01 -0.00 -0.01 -0.01 -0.02 0.00 -0.00 -0.01 -0.01 -0.01 0.00 -0.02 -0.01 -0.00 -0.01 -0.01 0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.02 0.00 -0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.01 0.00 -0.02 -0.01 -0.01 0.00 -0.02 -0.01 -0.01 -0.01 -0.01 0.00 -0.02 -0.00 -0.02 -0.01 -0.01 -0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.00 -0.01 -0.01 -0.01 -0.01 -0.02 0.00 -0.01-0.01 -0.01 -0.01 -0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 0.00 -0.02 -0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 0.00 -0.01 -0.01 -0.01 -0.02 -0.02 -0.00 -0.01 -0.01 -0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 0.00 -0.01 -0.01 -0.01 -0.01 -0.02 -0.00 -0.01 -0.01 -0.02 -0.00 -0.01 -0.01 -0.01 -0.01 -0.02 -0.00 -0.01 -0.01 -0.02 -0.01 -0.01 -0.01 -0.00 -0.02 -0.01 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.00 -0.01 -0.01 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.01 -0.01-0.01 -0.01 -0.01 -0.02 -0.01 -0.01 -0.01 -0.01-0.01 -0.01-0.01 -0.01 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.02 -0.00 -0.02 -0.00 -0.01 -0.01 -0.02 -0.00 -0.01 -0.01 -0.02 -0.01 -0.00 -0.02 -0.01 -0.01 -0.01 -0.01 -0.00 -0.02 -0.01 -0.01 -0.02 -0.01 -0.01-0.01 -0.01 -0.01 -0.01 -0.02 -0.02 -0.01 -0.01-0.01 -0.02 -0.01 -0.01-0.01 -0.01 -0.01 -0.01 -0.01-0.01 -0.01 -0.01 -0.02 -0.01-0.01 -0.02 -0.01 -0.01-0.01 -0.01 -0.02 -0.01 -0.02 -0.02 -0.01 -0.01-0.01 -0.02 -0.01 -0.01 -0.01 -0.01 -0.02 -0.01 -0.01 -0.02 -0.01 -0.00 -0.02 -0.02 -0.01 -0.01 -0.01 -0.02 -0.00 -0.01 -0.01 -0.02 -0.00 -0.02 -0.00 -0.01 -0.01 -0.02 -0.01 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.02 -0.01 -0.01 -0.01-0.01 -0.02-0.01 -0.01 -0.01 -0.01 -0.01 -0.02 -0.01 -0.01-0.01 -0.02 -0.01 -0.02 -0.01 -0.02 -0.02 -0.01 -0.01 -0.02 -0.02 -0.01 -0.01 -0.02 -0.01 -0.02 -0.01 -0.02 -0.01 -0.02 -0.02 -0.01 -0.02 -0.01 -0.01 -0.02 -0.00 -0.02 -0.01 -0.02 -0.01 -0.02 -0.02 -0.01 -0.01 -0.02 -0.02 -0.00 -0.02 -0.01 -0.02 -0.01 -0.00 -0.02 -0.01 -0.02 -0.01 -0.02 -0.01 -0.02 -0.01 -0.02 -0.02 -0.01 -0.02 -0.01 -0.01 -0.02 -0.01 -0.02 -0.02 -0.01 -0.02 -0.01 -0.02 -0.01 -0.02 -0.01 -0.01 -0.02 -0.02 -0.01 -0.01 -0.02 -0.01 -0.02 -0.02 -0.01 -0.01 -0.03 -0.01 -0.02 -0.01 -0.02 -0.01 -0.02 -0.01 -0.02 -0.02 -0.01 -0.02-0.02 -0.03 -0.00 -0.02 -0.02 -0.02 -0.02 -0.03 -0.01 -0.02 -0.01 -0.02 -0.01 -0.01 -0.02 -0.02 -0.01 -0.01 -0.02 -0.03 -0.01-0.01 -0.02 -0.01 -0.02 -0.03 -0.01 -0.02 -0.02 -0.01 -0.03 -0.01 -0.02 -0.02 -0.02 -0.01 -0.02 -0.01 -0.02 -0.03 -0.01 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.01 -0.03 -0.02 -0.01-0.01 -0.02 -0.01 -0.03 -0.01 -0.02 -0.01 -0.02 -0.03 -0.01 -0.02 -0.02 -0.02 -0.01-0.02 -0.02 -0.01 -0.03 -0.01 -0.03 -0.02 -0.02 -0.01 -0.02-0.02 -0.01 -0.02 -0.02 -0.01 -0.03 -0.02 -0.02 -0.02 -0.02 -0.01 -0.03 -0.02 -0.01-0.02 -0.02 -0.03 -0.01 -0.03 -0.01 -0.01 -0.03 -0.02 -0.02 -0.02 -0.01 -0.02 -0.02 -0.02 -0.02 -0.02 -0.02 -0.03 -0.01 -0.03 -0.01 -0.02 -0.02 -0.03 -0.01-0.02 -0.02 -0.03 -0.01 -0.01 -0.03 -0.02 -0.02 -0.03 -0.01 -0.01 -0.03 -0.02 -0.02 -0.02 -0.02 -0.02 -0.03 -0.02 -0.02-0.03 -0.01 -0.03 -0.01 -0.02 -0.03 -0.03 -0.01-0.03 -0.02 -0.02 -0.03 -0.02 -0.02-0.02 -0.02 -0.03 -0.01-0.01 -0.03 -0.02 -0.02 -0.02 -0.03 -0.02 -0.03 -0.02 -0.03 -0.01 -0.03 -0.02 -0.02-0.02 -0.02 -0.02 -0.03 -0.02 -0.02-0.03 -0.02 -0.02 -0.03-0.03 -0.02 -0.02 -0.03 -0.02 -0.02 -0.02 -0.02 -0.02 -0.03 -0.02 -0.03-0.02 -0.02 -0.02 -0.02-0.030.00Page 96Effel 2011 - Structure3684-Ashegoda Wind Power Construction Project - PH2 Sca=1:60Results vertical displacements pedestalDisplacements(cm)Case #104Planar el. 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