Tower - 3D Model Builder 6.0Registered to Matija BertoaRadimpex - www.radimpex.rsOsnovni podaci o modeluDatoteka:twp.twpDatum prorauna:16.8.2015Nain prorauna:3D modelXTeorija I-og redaXModalna analizaStabilnostTeorija II-og redaXSeizmiki proraunFaze graenjaNelinearni proraunVeliina modelaBroj vorova:25009Broj ploastih elemenata:25235Broj grednih elemenata:1590Broj graninih elemenata:63552Broj osnovnih sluajeva optereenja:7Broj kombinacija optereenja:38Jedinice mjeraDuina:m [cm,mm]Sila:kNTemperatura:CelsiusUlazni podaci - KonstrukcijaShema nivoaNazivz [m]h [m]13.001.5011.501.5010.005.005.005.000.002.00-2.00Tabela materijalaNoNaziv materijalaE[kN/m2][kN/m3]t[1/C]Em[kN/m2]m1Betoni MB 303.150e+70.2025.001.000e-53.150e+70.20Setovi ploaNod[m]e[m]MaterijalTip proraunaOrtotropijaE2[kN/m2]G[kN/m2]0.8000.0001Tanka ploaIzotropna0.2000.1001Tanka ploaIzotropna0.3000.1501Tanka ploaIzotropna0.1200.0601Tanka ploaIzotropna0.2500.1251Tanka ploaIzotropna0.4000.2001Tanka ploaIzotropna0.1500.0751Tanka ploaIzotropnaSetovi gredaSet: 1 Presjek: b/d=40/40, Fiktivna ekscentrinostMat.A1A2A3I1I2I31 - Betoni MB 301.600e-11.333e-11.333e-13.605e-32.133e-32.133e-3Set: 2 Presjek: b/d=40/50, Fiktivna ekscentrinostMat.A1A2A3I1I2I31 - Betoni MB 302.000e-11.667e-11.667e-15.474e-32.667e-34.167e-3Set: 3 Presjek: b/d=40/45, Fiktivna ekscentrinostMat.A1A2A3I1I2I31 - Betoni MB 301.800e-11.500e-11.500e-14.504e-32.400e-33.038e-3Set: 4 Presjek: b/d=25/40, Fiktivna ekscentrinostMat.A1A2A3I1I2I31 - Betoni MB 301.000e-18.333e-28.333e-21.273e-35.208e-41.333e-3Set: 5 Presjek: b/d=40/40, Fiktivna ekscentrinostMat.A1A2A3I1I2I31 - Betoni MB 301.600e-11.333e-11.333e-13.605e-32.133e-32.133e-3Set: 6 Presjek: b/d=25/36, Fiktivna ekscentrinostMat.A1A2A3I1I2I31 - Betoni MB 309.000e-27.500e-27.500e-21.071e-34.687e-49.720e-4Konture ploaNoKonturni voroviSklopSet14611-6848-8964-11838-14477-23936-22829-Nivo: [-2.00 m]123891-22720-23814-14106-11681-9625-7560-5946-43-298-11-142-1-46112330-920-183-632-73-5482-7789-10064-13031-Nivo: [0.00 m]315682-23935-22822-23890-22717-23813-15326-12887-10775-8542-6853-330(10285-14082-12488-10926-8787-6993-10285)37788-10453-13019-16085-18441-24611-24043-Nivo: [5.00 m]224588-23993-24547-18132-15924-13791-11366-9332-1223-2134-903-1699-629-7788(13921-11652-10158-12411-11646-13255-17058-15554-13921)410452-13467-16073-18796-20735-24984-24662-Nivo: [10.00 m]224975-24642-24957-20496-18636-16785-14402-12274-2607-3964-2127-3350-1697-10452(16928-18336-19596-18337-16928)521104-18177-17754-16026-15730-19551-19785-Nivo: [13.00 m]421298-2110462061-5944-6853-2709-2061Okvir: H_16712274-13175-3148-2607-12274Okvir: H_1782061-2709-330-135-2061Okvir: H_1691449-903-2127-2971-1449Okvir: H_251010775-9323-12261-13791-10775Okvir: H_2511487-183-903-1449-487Okvir: H_251214402-15317-17606-16785-14402Okvir: H_27133964-2127-2612-4585-3964Okvir: H_2714546-59-183-920-546Okvir: H_26159623-7558-8542-10775-9623Okvir: H_261613791-12261-15314-16785-13791Okvir: H_25171697-3350-3956-2123-1697Okvir: H_37184712-14105-15326-5605-4712Okvir: H_361914-4712-5605-73-14Okvir: H_362018636-20496-21107-19362-18636Okvir: H_37216993-8787-11652-9476-6993Okvir: H_4522599-18020-19037-963-599Okvir: H_46239476-11652-14699-12391-9476Okvir: H_452410926-8783-11646-13921-10926Okvir: H_552513921-11646-14703-16928-13921Okvir: H_55269774-7781-8783-10926-9774Okvir: H_562714082-10285-13255-17058-14082Okvir: H_652817058-13255-16277-19596-17058Okvir: H_65292042-2681-10285-9174-2042Okvir: H_663012864-14082-21778-21026-12864Okvir: H_663118336-19786-20906-19596-18336Okvir: H_653212864-9174-10285-14082-12864Okvir: H_663313467-10452-11353-14394-13467Okvir: H_773423320-4613-5482-23813-23320Okvir: H_763524957-24642-24777-25004-24957Okvir: H_773611817-8969-10064-13031-11817Okvir: H_863724662-24799-25008-24975-24662Okvir: H_873818796-16073-16934-19513-18796Okvir: H_873922172-22822-23890-23428-22172Okvir: H_864024277-24802-24975-24588-24277Okvir: H_854123276-24277-24588-23890-23276Okvir: H_854211533-10064-13019-14560-11533Okvir: H_854314560-13019-16073-17491-14560Okvir: H_854420016-14479-15682-20877-20016Okvir: H_964524984-20735-21327-25009-24984Okvir: H_974620016-20877-23935-23511-20016Okvir: H_96475705-1697-2123-6388-5705Okvir: V_17481369-14-73-1875-1369Okvir: V_16494613-1369-1875-5482-4613Okvir: V_165010452-5705-6388-11353-10452Okvir: V_17513350-2127-2612-3956-3350Okvir: V_275211224-14237-16073-13019-11224Okvir: V_25532818-3582-10064-8969-2818Okvir: V_26542818-59-183-3582-2818Okvir: V_26558453-11224-13019-10064-8453Okvir: V_25561385-903-2127-2863-1385Okvir: V_255713467-14394-16934-16073-13467Okvir: V_2758441-183-903-1385-441Okvir: V_255918796-19513-21327-20735-18796Okvir: V_3760135-330-5713-4823-135Okvir: V_366114479-4823-5713-15682-14479Okvir: V_36622607-3148-4585-3964-2607Okvir: V_376310285-8783-11646-13255-10285Okvir: V_456413255-11646-14703-16277-13255Okvir: V_45659174-7781-8783-10285-9174Okvir: V_46668787-10926-13921-11652-8787Okvir: V_556718336-19786-16494-14699-18336Okvir: V_556811652-13921-16928-14699-11652Okvir: V_55697783-9774-10926-8787-7783Okvir: V_56709166-12864-14082-10281-9166Okvir: V_667110281-14082-17058-13253-10281Okvir: V_657213253-17058-19596-16268-13253Okvir: V_657319596-20906-17934-16268-19596Okvir: V_657424662-24984-25009-24799-24662Okvir: V_777512274-14402-15317-13175-12274Okvir: V_777623511-23935-16841-15691-23511Okvir: V_76775944-15691-16841-6853-5944Okvir: V_767824642-24975-25008-24777-24642Okvir: V_877918636-19362-17606-16785-18636Okvir: V_878022064-23428-23890-22717-22064Okvir: V_868115129-17996-16785-13791-15129Okvir: V_858211679-12887-10775-9623-11679Okvir: V_868312093-15129-13791-10775-12093Okvir: V_858424214-24588-24975-24766-24214Okvir: V_858523145-23890-24588-24214-23145Okvir: V_858620496-24957-25004-21107-20496Okvir: V_978714105-23320-23813-15326-14105Okvir: V_96Setovi povrinskih leajevaSetK,R1K,R2K,R311.000e+81.000e+81.000e+8Konture greda Set 1. b/d=40/40 Oslobaanje utjecajaNovor Ivor Jvor Ivor JMOzn. pozicijeM1M2M3N1T2T3M1M2M3N1T2T31335692292545112118362959476486741239159441132556947631777123591627781239152419132535872101346833561113468204601216268820613164965451141649622337151733513255161983116277172046017058182233719596192302913479202415716498Konture greda Set 2. b/d=40/50 Oslobaanje utjecajaNovor Ivor Jvor Ivor JMOzn. pozicijeM1M2M3N1T2T3M1M2M3N1T2T3162933562169754513220862954407286745467594416694112359777881346881045216496Konture greda Set 3. b/d=40/45 Oslobaanje utjecajaNovor Ivor Jvor Ivor JMOzn. pozicijeM1M2M3N1T2T3M1M2M3N1T2T311223335621223933232607545142607122745778862969229181327933213479810452169791211820496101227416498111325321249121626822964131705823375141844113468151844124611161959624329172046024547182073516496192073524984202133117335212233724957222302819831232344020460242436922337252454718132262461123029272495720496282498424157Konture greda Set 5. b/d=40/40 Oslobaanje utjecajaNovor Ivor Jvor Ivor JMOzn. pozicijeM1M2M3N1T2T3M1M2M3N1T2T3162973212233303169762942208963526071223631771603733561707840722208946752681105241317711545133561258723709136139398014629540741569414675167788548217820658721884856139198674629520922967902193326853229441694423947669932410452778825121189229261227493322712359944128123919476291325310281301325510285311346810454321347910462331626813253341627713255351649613468361649813479371705814082381733514398391748214543401813215326411844115682421959617058431983117335441997917482452046018083462049618132472060818252482073518441492124919037502133119178512233720460522246120608532296421249542302821331552302921336562337521778572344021848582415723029592432923375602436923440612454723813622461123935632495724547642498424611Konture greda Set 4. b/d=25/40 Oslobaanje utjecajaNovor Ivor Jvor Ivor JMOzn. pozicijeM1M2M3N1T2T3M1M2M3N1T2T31116469476211652132533146991626841470312391Konture greda Set 6. b/d=25/36 Oslobaanje utjecajaNovor Ivor Jvor Ivor JMOzn. pozicijeM1M2M3N1T2T3M1M2M3N1T2T311649417934Konture povrinskih leajevaNoKonturni voroviSklopSet14611-6848-8964-11838-14477-23936-22829-Nivo: [-2.00 m]123891-22720-23814-14106-11681-9625-7560-5946-43-298-11-142-1-4611Ulazni podaci - OptereenjeLista sluajeva optereenjaNoNazivpX [kN]pY [kN]pZ [kN]1g (g)-0.000.00-82521.882q-0.00-0.00-29344.713s0.000.00-710.634w0.000.00-703.705SX6SY7SXY8Komb.: 1.35xI+1.05xII+1.5-0.000.00-143915.76xIII+0.9xIV9Komb.: 1.35xI+1.05xII+0.7-0.000.00-143805.015xIII+1.5xIV10Komb.: 1.35xI+1.5xII+-0.000.00-156587.91+0.75xIII+0.9xIV11Komb.: I+1.05xII+1.5xIII+-0.000.00-115033.11+0.9xIV12Komb.: I+1.05xII+-0.000.00-114922.35+0.75xIII+1.5xIV13Komb.: I+1.5xII+0.75xIII+-0.000.00-127705.25+0.9xIV14Komb.: 1.35xI+1.05xII+-0.000.00-143282.43+1.5xIII15Komb.: 1.35xI+1.05xII+1.5-0.000.00-143272.04xIV16Komb.: 1.35xI+1.5xII+0.9xIV-0.000.00-156054.9317Komb.: 1.35xI+1.5xIII+0.9xIV-0.000.00-113103.8218Komb.: 1.35xI+-0.000.00-155954.58+1.5xII+0.75xIII19Komb.: 1.35xI+-0.000.00-112993.07+0.75xIII+1.5xIV20Komb.: I+1.05xII+1.5xIV-0.000.00-114389.3821Komb.: I+1.05xII+1.5xIII-0.000.00-114399.7722Komb.: I+1.5xIII+0.9xIV-0.000.00-84221.1623Komb.: I+1.5xII+0.9xIV-0.000.00-127172.2824Komb.: I+1.5xII+0.75xIII-0.000.00-127071.9225Komb.: I+0.75xIII+1.5xIV-0.000.00-84110.4126Komb.: 1.35xI+1.5xII-0.000.00-155421.6027Komb.: 1.35xI+1.5xIV-0.000.00-112460.0928Komb.: 1.35xI+1.5xIII-0.000.00-112470.4929Komb.: I+1.5xIV-0.000.00-83577.4330Komb.: I+1.5xII-0.000.00-126538.9431Komb.: I+1.5xIII-0.000.00-83587.8332Komb.: I+0.3xII+VII33Komb.: I+0.3xII+V34Komb.: I+0.3xII-1xV35Komb.: I+0.3xII-1xVII36Komb.: I+0.3xII-1xVI37Komb.: I+0.3xII+VI38Komb.: I-1xV39Komb.: I-1xVII40Komb.: I+VII41Komb.: I+V42Komb.: I-1xVI43Komb.: I+VI44Komb.: 1.35xI-0.000.00-111404.5345Komb.: I-0.000.00-82521.88Modalna analizaNapredne opcije seizmikog prorauna:Mase grupirane u nivoima izabranih ploaGrede - redukcija krutosti na savijanje:0.010Multiplikator krutosti leajeva:1000.000Sprijeeno osciliranje u Z pravcuFaktori optereenja za proraun masaNoNazivKoeficijent1g (g)1.002q0.503s0.504w0.50Raspored masa po visini objektaNivoZ [m]X [m]Y [m]Masa [T]T/m213.0021.609.9825.340.9111.5019.8310.6657.0710.0019.3110.621562.301.375.0019.3110.621748.221.560.0019.2010.616590.235.89Ukupno:2.5419.2510.619983.16Poloaj centara krutosti po visini objektaNivoZ [m]X [m]Y [m]13.0021.6013.0611.5028.7610.8310.0028.8710.865.0021.6411.650.0020.7311.98Ekscentricitet po visini objektaNivoZ [m]eox [m]eoy [m]13.000.003.0811.508.930.1710.009.560.245.002.321.040.001.521.37Periodi osciliranja konstrukcijeNoT [s]f [Hz]10.29233.421020.23834.196930.20554.8660Seizmiki proraunSeizmiki proraun: HRN (Multi modalna analiza)Kategorija tla:ISeizmika zona:VII (Ks = 0.025)Vrsta konstrukcije:2Koeficijent priguenja0.05Kut djelovanja potresa:NazivKxKyKzSX1.0000.0000.000SY0.0001.0000.000SXY0.7070.7070.000SXTon 1Ton 2Ton 3NivoZ [m]Px [kN]Py [kN]Pz [kN]Px [kN]Py [kN]Pz [kN]Px [kN]Py [kN]Pz [kN]13.000.90-0.18-0.068.976.48-0.615.11-6.19-0.6311.501.39-1.02-0.0316.0213.51-0.5210.44-12.48-0.2910.0035.50-31.680.30406.07349.082.09266.97-316.93-1.625.0016.29-15.490.19200.46177.462.12136.56-166.76-0.820.000.32-0.620.095.9212.620.384.34-13.410.43=54.40-48.990.49637.43559.143.46423.42-515.78-2.92Svi tonoviNivoZ [m]Px [kN]Py [kN]Pz [kN]13.0014.990.11-1.2911.5027.85-0.00-0.8510.00708.530.470.785.00353.31-4.791.490.0010.57-1.410.89=1115.3-5.631.03SYTon 1Ton 2Ton 3NivoZ [m]Px [kN]Py [kN]Pz [kN]Px [kN]Py [kN]Pz [kN]Px [kN]Py [kN]Pz [kN]13.00-0.810.160.057.875.68-0.53-6.237.550.7611.50-1.250.920.0314.0511.85-0.46-12.7215.210.3510.00-31.9728.54-0.27356.19306.201.84-325.20386.051.975.00-14.6713.95-0.17175.84155.671.86-166.34203.131.000.00-0.290.55-0.085.1911.070.33-5.2816.34-0.53=-48.9944.13-0.44559.14490.473.03-515.78628.273.55Svi tonoviNivoZ [m]Px [kN]Py [kN]Pz [kN]13.000.8313.390.2811.500.0827.98-0.0810.00-0.98720.793.535.00-5.17372.752.690.00-0.3827.96-0.27=-5.631162.96.15SXYTon 1Ton 2Ton 3NivoZ [m]Px [kN]Py [kN]Pz [kN]Px [kN]Py [kN]Pz [kN]Px [kN]Py [kN]Pz [kN]13.000.06-0.01-0.0011.908.60-0.81-0.790.960.1011.500.10-0.07-0.0021.2617.93-0.70-1.611.930.0410.002.49-2.230.02538.92463.282.78-41.1748.870.255.001.14-1.090.01266.05235.522.81-21.0625.720.130.000.02-0.040.017.8516.740.50-0.672.07-0.07=3.82-3.440.03845.98742.074.59-65.3079.540.45Svi tonoviNivoZ [m]Px [kN]Py [kN]Pz [kN]13.0011.189.54-0.7211.5019.7519.78-0.6510.00500.24509.933.055.00246.13260.152.950.007.2018.770.44=784.50818.175.07Faktori participacije - Relativno ueeTon \ Naziv1. SX2. SY3. SXY10.0490.0380.00020.5720.4220.99130.3800.5400.009Faktori participacije - Sudjelujue maseTonUX (%)UY (%)UZ (%)UX (%)UY (%)UZ (%)11.441.170.001.441.170.00216.9013.000.0018.3414.170.00311.2316.660.0029.5730.830.00