1 statika i dimenzioniranje

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statika proračun i dimenziniranje

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  • SadrajOsnovni podaci o modelu_______________________________________________________________________________________________________Error: Reference source not found

    Ulazni podaci

    Ulazni podaci - Konstrukcija___________________________________________________________________________________________Error: Reference source not found

    Ulazni podaci - Optereenje__________________________________________________________________________________________Error: Reference source not found

    Rezultati

    Statiki proraun_____________________________________________________________________________________________________Error: Reference source not found

    Dimenzioniranje (beton)______________________________________________________________________________________________Error: Reference source not found

    Osnovni podaci o modelu

    Datoteka: 1.twpDatum prorauna: 11.10.2015

    Nain prorauna: 2D model (Xp, Zp, Yr)

    X Teorija I-og reda Modalna analiza Stabilnost

    Teorija II-og reda Seizmiki proraun Faze graenja

    Nelinearni proraun

    Veliina modelaBroj vorova: 13Broj ploastih elemenata: 0Broj grednih elemenata: 13Broj graninih elemenata: 24Broj osnovnih sluajeva optereenja: 5Broj kombinacija optereenja: 64

    Jedinice mjeraDu ina: m [cm,mm]Sila: kNTemperatura: Celsius

    Ulazni podaci - Konstrukcija

    Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rs

  • Greda3. T 60/802. b/d=60/501. T 60/70

    Greda (1-3) Setovi numerikih podataka

  • Greda1. T 60/70

    Greda (1) Setovi numerikih podataka

    Greda2. b/d=60/50

    Greda (2) Setovi numerikih podataka

    Tokasti leaj1. R1 R2 R3 M1 M2 M3

    Tokasti leaj (1) Setovi numerikih podataka

  • Greda3. T 60/80

    Greda (3) Setovi numerikih podataka

    Koordinate vorovaNo X [m] Y [m] Z [m]

  • 1 0.0000 0.0000 0.00002 0.0000 0.0000 4.00003 7.0000 0.0000 0.00004 7.0000 0.0000 4.00005 7.0000 0.0000 6.31006 7.0000 0.0000 8.31007 19.000 0.0000 0.00008 19.000 0.0000 4.00009 13.000 0.0000 10.29010 19.000 0.0000 6.310011 26.000 0.0000 0.000012 19.000 0.0000 8.310013 26.000 0.0000 4.0000

    Tabela materijalaNo Naziv materijala E[kN/m2] [kN/m3] t[1/C] Em[kN/m2] m1 Betoni MB 30 3.150e+7 0.20 25.00 1.000e-5 3.150e+7 0.20

    Setovi greda

    Set: 1 Presjek: T 60/70, Fiktivna ekscentrinost

    326030 2070[cm]=180

    4.23TMat. A1 A2 A3 I1 I2 I3

    1 - Betoni MB 30 2.600e-1 1.730e-1 2.284e-1 6.467e-3 5.667e-3 9.201e-3

    Set: 2 Presjek: b/d=60/50, Fiktivna ekscentrinost

    326050 [cm]T

    Mat. A1 A2 A3 I1 I2 I31 - Betoni MB 30 3.000e-1 2.500e-1 2.500e-1 1.240e-2 9.000e-3 6.250e-3

    Set: 3 Presjek: T 60/80, Fiktivna ekscentrinost

    326030 3080[cm]=180

    3.18TMat. A1 A2 A3 I1 I2 I3

    1 - Betoni MB 30 3.300e-1 2.414e-1 3.031e-1 9.900e-3 6.525e-3 1.757e-2

    Setovi tokastih le ajevaK,R1 K,R2 K,R3 K,M1 K,M2 K,M3

    1 1.000e+10 1.000e+10 1.000e+10 1.000e+10 1.000e+10 1.000e+10

    Konture greda Set 1. T 60/70 Oslobaanje utjecaja

    No vor I vor J vor I vor J M Ozn. pozicijeM1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3

    1 2 52 6 93 12 94 13 10

    Konture greda Set 2. b/d=60/50 Oslobaanje utjecaja

    No vor I vor J vor I vor J M Ozn. pozicijeM1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3

    1 2 12 4 33 5 44 6 55 8 76 10 87 12 108 13 11

    Konture greda Set 3. T 60/80 Oslobaanje utjecaja

    No vor I vor J vor I vor J M Ozn. pozicijeM1 M2 M3 N1 T2 T3 M1 M2 M3 N1 T2 T3

    1 4 8

  • Konture tokastih le ajevavorovi Set

    1, 3, 7, 11 1

    H_1

    Dispozicija okvira

    Ulazni podaci - Optereenje

  • Linijsko optereenje1. p = -17.75 kN/m

    Opt. 1

    Linijsko optereenje (1) Setovi numerikih podataka

    Linijsko optereenje2. p = -10.20 kN/m

    Opt. 1

    Linijsko optereenje (2) Setovi numerikih podataka

    Linijsko optereenje3. p = -3.85 kN/m

    Opt. 2

    Linijsko optereenje (3) Setovi numerikih podataka

    Linijsko optereenje4. p = -13.85 kN/m

    Opt. 2

    Linijsko optereenje (4) Setovi numerikih podataka

  • Linijsko optereenje5. p = -7.50 kN/m

    Opt. 3

    Linijsko optereenje (5) Setovi numerikih podataka

    Linijsko optereenje6. p = -6.20 kN/m

    Opt. 4

    Linijsko optereenje (6) Setovi numerikih podataka

    Linijsko optereenje7. p = 8.68 kN/m

    Opt. 4

    Linijsko optereenje (7) Setovi numerikih podataka

    Linijsko optereenje8. p = -10.40 kN/m

    Opt. 4

    Linijsko optereenje (8) Setovi numerikih podataka

  • Linijsko optereenje9. p = 4.20 kN/m

    Opt. 4

    Linijsko optereenje (9) Setovi numerikih podataka

    Linijsko optereenje10. p = -3.15 kN/m

    Opt. 4

    Linijsko optereenje (10) Setovi numerikih podataka

    Linijsko optereenje11. p = -12.05 kN/m

    Opt. 5

    Linijsko optereenje (11) Setovi numerikih podataka

    Linijsko optereenje12. p = 9.45 kN/m

    Opt. 5

    Linijsko optereenje (12) Setovi numerikih podataka

  • Linijsko optereenje13. p = 5.10 kN/m

    Opt. 5

    Linijsko optereenje (13) Setovi numerikih podataka

    Linijsko optereenje14. p = 3.90 kN/m

    Opt. 5

    Linijsko optereenje (14) Setovi numerikih podataka

    Linijsko optereenje15. p = 1.90 kN/m

    Opt. 5

    Linijsko optereenje (15) Setovi numerikih podataka

    Statiki proraun

  • Rezne sile u gredama - Ekstremne vrijednosti - Optereenje: 1-69Oznaka LC x [m] N1 [kN] T2 [kN] T3 [kN] M1 [kNm] M2 [kNm] M3 [kNm]

    Set 1: T 60/70(12 - 9) 6 0.000 |-312.44| -254.67 0.000 0.000 0.000 -430.03(6 - 9) 6 0.000 |-311.31| -251.23 0.000 0.000 0.000 -408.31(12 - 9) 11 0.000 |-308.36| -254.20 0.000 0.000 0.000 -428.10(6 - 9) 11 0.000 |-307.68| -252.14 0.000 0.000 0.000 -415.07(12 - 9) 8 0.000 |-303.08| -245.02 0.000 0.000 0.000 -413.82(6 - 9) 8 0.000 |-302.40| -242.95 0.000 0.000 0.000 -400.79(12 - 9) 18 0.000 |-290.52| -237.63 0.000 0.000 0.000 -400.69(6 - 9) 18 0.000 |-289.84| -235.57 0.000 0.000 0.000 -387.66(12 - 9) 27 0.000 |-283.15| -237.44 0.000 0.000 0.000 -399.38(6 - 9) 27 0.000 |-282.01| -234.00 0.000 0.000 0.000 -377.66(12 - 9) 6 0.000 -312.44 |-254.67| 0.000 0.000 0.000 -430.03(12 - 9) 11 0.000 -308.36 |-254.20| 0.000 0.000 0.000 -428.10(6 - 9) 11 0.000 -307.68 |-252.14| 0.000 0.000 0.000 -415.07(6 - 9) 6 0.000 -311.31 |-251.23| 0.000 0.000 0.000 -408.31(12 - 9) 8 0.000 -303.08 |-245.02| 0.000 0.000 0.000 -413.82(6 - 9) 8 0.000 -302.40 |-242.95| 0.000 0.000 0.000 -400.79(12 - 9) 18 0.000 -290.52 |-237.63| 0.000 0.000 0.000 -400.69(12 - 9) 27 0.000 -283.15 |-237.44| 0.000 0.000 0.000 -399.38(12 - 9) 30 0.000 -279.06 |-236.98| 0.000 0.000 0.000 -397.45(6 - 9) 18 0.000 -289.84 |-235.57| 0.000 0.000 0.000 -387.66(12 - 9) 6 0.000 -312.44 -254.67 0.000 0.000 0.000 |-430.03|(12 - 9) 11 0.000 -308.36 -254.20 0.000 0.000 0.000 |-428.10|(6 - 9) 11 0.000 -307.68 -252.14 0.000 0.000 0.000 |-415.07|(12 - 9) 8 0.000 -303.08 -245.02 0.000 0.000 0.000 |-413.82|(6 - 9) 6 0.000 -311.31 -251.23 0.000 0.000 0.000 |-408.31|(6 - 9) 8 0.000 -302.40 -242.95 0.000 0.000 0.000 |-400.79|(12 - 9) 18 0.000 -290.52 -237.63 0.000 0.000 0.000 |-400.69|(12 - 9) 27 0.000 -283.15 -237.44 0.000 0.000 0.000 |-399.38|(12 - 9) 30 0.000 -279.06 -236.98 0.000 0.000 0.000 |-397.45|(6 - 9) 18 0.000 -289.84 -235.57 0.000 0.000 0.000 |-387.66|Set 2: b/d=60/50(4 - 3) 8 4.000 |-821.44| 54.155 0.000 0.000 0.000 -61.250(8 - 7) 8 4.000 |-817.41| -71.128 0.000 0.000 0.000 103.01(4 - 3) 6 4.000 |-799.16| 36.900 0.000 0.000 0.000 -32.184(4 - 3) 11 4.000 |-796.68| 40.446 0.000 0.000 0.000 -43.513(8 - 7) 11 4.000 |-792.65| -57.418 0.000 0.000 0.000 85.274(8 - 7) 6 4.000 |-792.44| -65.187 0.000 0.000 0.000 101.79(4 - 3) 24 4.000 |-773.68| 62.748 0.000 0.000 0.000 -82.376(8 - 7) 24 4.000 |-773.68| -62.748 0.000 0.000 0.000 82.376(4 - 3) 18 4.000 |-767.32| 42.628 0.000 0.000 0.000 -46.268(8 - 7) 18 4.000 |-763.29| -59.601 0.000 0.000 0.000 88.029(12 - 10) 6 2.000 -360.00 |-229.50| 0.000 0.000 0.000 16.370(12 - 10) 11 2.000 -358.28 |-220.72| 0.000 0.000 0.000 5.783(12 - 10) 8 2.000 -347.90 |-218.59| 0.000 0.000 0.000 15.799(6 - 5) 6 0.000 -336.13 |216.90| 0.000 0.000 0.000 408.31(6 - 5) 11 0.000 -335.86 |213.16| 0.000 0.000 0.000 415.07(6 - 5) 8 0.000 -325.48 |211.03| 0.000 0.000 0.000 400.79(12 - 10) 18 2.000 -336.96 |-208.98| 0.000 0.000 0.000 9.716(12 - 10) 27 2.000 -334.46 |-207.08| 0.000 0.000 0.000 2.178(12 - 10) 23 2.000 -310.25 |-202.10| 0.000 0.000 0.000 25.548(6 - 5) 18 0.000 -314.54 |201.42| 0.000 0.000 0.000 387.66(12 - 10) 6 0.000 -339.75 -216.90 0.000 0.000 0.000 |-430.03|(12 - 10) 11 0.000 -338.03 -213.16 0.000 0.000 0.000 |-428.10|(6 - 5) 11 0.000 -335.86 213.16 0.000 0.000 0.000 |415.07|(12 - 10) 8 0.000 -327.65 -211.03 0.000 0.000 0.000 |-413.82|(6 - 5) 6 0.000 -336.13 216.90 0.000 0.000 0.000 |408.31|(6 - 5) 8 0.000 -325.48 211.03 0.000 0.000 0.000 |400.79|(12 - 10) 18 0.000 -316.71 -201.42 0.000 0.000 0.000 |-400.69|(12 - 10) 27 0.000 -314.21 -194.48 0.000 0.000 0.000 |-399.38|(12 - 10) 30 0.000 -312.49 -190.74 0.000 0.000 0.000 |-397.45|(6 - 5) 18 0.000 -314.54 201.42 0.000 0.000 0.000 |387.66|Set 3: T 60/80(4 - 8) 53 12.000 |57.819| 149.44 0.000 0.000 0.000 -271.26(4 - 8) 28 12.000 |53.662| 145.23 0.000 0.000 0.000 -243.86(4 - 8) 61 12.000 |51.500| 149.44 0.000 0.000 0.000 -268.22(4 - 8) 26 12.000 |51.121| 236.70 0.000 0.000 0.000 -410.15(4 - 8) 30 12.000 |50.333| 153.09 0.000 0.000 0.000 -293.10(4 - 8) 57 12.000 |48.291| 110.70 0.000 0.000 0.000 -203.57(4 - 8) 44 12.000 |47.342| 145.23 0.000 0.000 0.000 -240.81(4 - 8) 10 12.000 |46.964| 232.48 0.000 0.000 0.000 -382.74(4 - 8) 38 12.000 |44.801| 236.70 0.000 0.000 0.000 -407.10(4 - 8) 22 12.000 |44.571| 142.41 0.000 0.000 0.000 -222.54(4 - 8) 31 0.000 23.027 |-278.31| 0.000 0.000 0.000 -482.74(4 - 8) 9 0.000 37.773 |-278.31| 0.000 0.000 0.000 -489.85(4 - 8) 29 12.000 19.697 |277.74| 0.000 0.000 0.000 -481.35(4 - 8) 8 12.000 34.443 |277.74| 0.000 0.000 0.000 -488.46(4 - 8) 55 0.000 27.184 |-274.10| 0.000 0.000 0.000 -459.52(4 - 8) 24 0.000 41.930 |-274.10| 0.000 0.000 0.000 -466.63(4 - 8) 29 0.000 19.697 |-270.45| 0.000 0.000 0.000 -437.56(4 - 8) 8 0.000 34.443 |-270.45| 0.000 0.000 0.000 -444.67(4 - 8) 31 12.000 23.027 |269.88| 0.000 0.000 0.000 -432.11(4 - 8) 9 12.000 37.773 |269.88| 0.000 0.000 0.000 -439.22(4 - 8) 9 0.000 37.773 -278.31 0.000 0.000 0.000 |-489.85|(4 - 8) 8 12.000 34.443 277.74 0.000 0.000 0.000 |-488.46|(4 - 8) 31 0.000 23.027 -278.31 0.000 0.000 0.000 |-482.74|(4 - 8) 29 12.000 19.697 277.74 0.000 0.000 0.000 |-481.35|(4 - 8) 24 0.000 41.930 -274.10 0.000 0.000 0.000 |-466.63|(4 - 8) 55 0.000 27.184 -274.10 0.000 0.000 0.000 |-459.52|(4 - 8) 7 0.000 37.872 -243.73 0.000 0.000 0.000 |-445.81|(4 - 8) 8 0.000 34.443 -270.45 0.000 0.000 0.000 |-444.67|(4 - 8) 6 12.000 32.323 242.78 0.000 0.000 0.000 |-443.49|(4 - 8) 9 12.000 37.773 269.88 0.000 0.000 0.000 |-439.22|

    Deformacija greda L.K.S. - Ekstremne vrijednosti - Optereenje: 1-69

    Oznaka LC x [m] u2 [mm]Set 1: T 60/70

  • (6 - 9) 11 6.318 |-9.138|(6 - 9) 6 6.318 |-9.073|(6 - 9) 30 6.318 |-8.836|(6 - 9) 27 6.318 |-8.771|(12 - 9) 11 6.318 |-8.662|(6 - 9) 8 6.318 |-8.596|(6 - 9) 18 6.318 |-8.466|(12 - 9) 30 6.318 |-8.360|(12 - 9) 6 6.318 |-8.279|(12 - 9) 26 6.318 |-8.228|Set 2: b/d=60/50(12 - 10) 6 0.500 |3.951|(12 - 10) 27 0.500 |3.928|(12 - 10) 11 0.500 |3.563|(6 - 5) 7 0.500 |-3.548|(12 - 10) 30 0.500 |3.541|(6 - 5) 22 0.500 |-3.525|(12 - 10) 13 0.500 |3.477|(12 - 10) 32 0.500 |3.454|(12 - 10) 23 0.500 |3.404|(12 - 10) 52 0.500 |3.381|Set 3: T 60/80(4 - 8) 31 6.000 |-7.637|(4 - 8) 29 6.000 |-7.599|(4 - 8) 55 6.000 |-7.578|(4 - 8) 9 6.000 |-7.437|(4 - 8) 8 6.000 |-7.399|(4 - 8) 24 6.000 |-7.378|(4 - 8) 40 6.000 |-6.639|(4 - 8) 42 6.000 |-6.602|(4 - 8) 58 6.000 |-6.580|(4 - 8) 25 6.000 |-6.556|

    Deformacija greda GLO - Ekstremne vrijednosti - Optereenje: 1-69

    Oznaka LC x [m] Zp [mm]Set 1: T 60/70(12 - 9) 11 6.318 |-9.372|(6 - 9) 11 6.318 |-9.372|(6 - 9) 6 6.318 |-9.136|(12 - 9) 6 6.318 |-9.136|(12 - 9) 30 6.318 |-9.054|(6 - 9) 30 6.318 |-9.054|(12 - 9) 27 6.318 |-8.818|(6 - 9) 27 6.318 |-8.818|(12 - 9) 8 6.318 |-8.801|(6 - 9) 8 6.318 |-8.801|Set 2: b/d=60/50(6 - 5) 8 0.000 |-0.532|(6 - 5) 6 0.000 |-0.529|(12 - 10) 8 0.000 |-0.528|(6 - 5) 11 0.000 |-0.527|(12 - 10) 11 0.000 |-0.523|(12 - 10) 6 0.000 |-0.523|(6 - 5) 18 0.000 |-0.503|(12 - 10) 18 0.000 |-0.499|(6 - 5) 24 0.000 |-0.493|(12 - 10) 24 0.000 |-0.493|Set 3: T 60/80(4 - 8) 31 6.000 |-7.637|(4 - 8) 29 6.000 |-7.599|(4 - 8) 55 6.000 |-7.578|(4 - 8) 9 6.000 |-7.437|(4 - 8) 8 6.000 |-7.399|(4 - 8) 24 6.000 |-7.378|(4 - 8) 40 6.000 |-6.639|(4 - 8) 42 6.000 |-6.602|(4 - 8) 58 6.000 |-6.580|(4 - 8) 25 6.000 |-6.556|

    Utjecaji u tokastim le ajevima - Ekstremne vrijednosti - Optereenje: 1-69Oznaka LC R1 [kN] R2 [kN] R3 [kN] M1 [kNm] M2 [kNm] M3 [kNm]

    3 8 54.155 0.000 |821.44| 0.000 61.250 0.0007 8 -71.128 0.000 |817.41| 0.000 -103.01 0.0003 6 36.900 0.000 |799.16| 0.000 32.184 0.0003 11 40.446 0.000 |796.68| 0.000 43.513 0.0007 11 -57.418 0.000 |792.65| 0.000 -85.274 0.0007 6 -65.187 0.000 |792.44| 0.000 -101.79 0.0003 24 62.748 0.000 |773.68| 0.000 82.376 0.0007 24 -62.748 0.000 |773.68| 0.000 -82.376 0.0003 18 42.628 0.000 |767.32| 0.000 46.268 0.0007 18 -59.601 0.000 |763.29| 0.000 -88.029 0.000

  • Deformacija vorova: max. |Xp|vor LC Xp [mm] Yp [mm] Zp [mm]12 6 3.891 0.000 -0.52312 27 3.829 0.000 -0.4546 7 -3.537 0.000 -0.4316 22 -3.475 0.000 -0.363

    12 11 3.468 0.000 -0.52312 13 3.440 0.000 -0.43512 30 3.406 0.000 -0.45512 23 3.392 0.000 -0.46612 32 3.378 0.000 -0.36612 52 3.330 0.000 -0.398

  • Deformacija vorova: max. |Zp|vor LC Xp [mm] Yp [mm] Zp [mm]

    9 11 0.760 0.000 -9.3729 6 1.266 0.000 -9.1369 30 0.760 0.000 -9.0549 27 1.266 0.000 -8.8189 8 0.760 0.000 -8.8019 26 0.000 0.000 -8.6659 18 0.760 0.000 -8.6659 53 0.000 0.000 -8.3479 45 0.760 0.000 -8.3469 10 -0.880 0.000 -8.208

    Dimenzioniranje (beton)

    Mjerodavno optereenje - EUROCODE

    Sluajevi optereenjaI G (g) - II Q - III S - 1000 m>IV W+ - V W- -

    Ne kombiniraj saIV -> VV -> IV

    Kombinacije01. 1.35I+1.500.70II+1.500.70III+1.50IV02. 1.35I+1.500.70II+1.500.70III+1.50V03. 1.35I+1.50II+1.500.70III+1.500.60IV04. 1.35I+1.50II+1.500.70III+1.500.60V05. 1.35I+1.500.70II+1.50III+1.500.60V06. 1.35I+1.500.70II+1.50III+1.500.60IV07. I+1.500.70II+1.500.70III+1.50V08. I+1.500.70II+1.500.70III+1.50IV09. I+1.50II+1.500.70III+1.500.60V10. I+1.500.70II+1.50III+1.500.60IV11. I+1.500.70II+1.50III+1.500.60V12. I+1.50II+1.500.70III+1.500.60IV13. 1.35I+1.500.70II+1.500.70III+1.500.60IV14. 1.35I+1.500.70II+1.500.70III+1.500.60V15. I+1.500.70II+1.500.70III+1.500.60V16. I+1.500.70II+1.500.70III+1.500.60IV17. 1.35I+1.500.70III+1.50V18. 1.35I+1.500.70II+1.50IV19. 1.35I+1.50II+1.500.70III20. 1.35I+1.500.70II+1.50V21. 1.35I+1.500.70II+1.50III22. 1.35I+1.500.70III+1.50IV23. 1.35I+1.50III+1.500.60V24. 1.35I+1.50II+1.500.60IV25. 1.35I+1.50III+1.500.60IV26. 1.35I+1.50II+1.500.60V27. I+1.500.70III+1.50IV28. I+1.500.70III+1.50V29. I+1.500.70II+1.50III30. I+1.50II+1.500.70III31. I+1.500.70II+1.50IV32. I+1.500.70II+1.50V33. 1.35I+1.500.70II+1.500.70III34. I+1.50III+1.500.60IV35. I+1.50II+1.500.60V36. I+1.50III+1.500.60V37. I+1.50II+1.500.60IV38. 1.35I+1.500.70II+1.500.60IV39. 1.35I+1.500.70III+1.500.60V40. 1.35I+1.500.70III+1.500.60IV41. 1.35I+1.500.70II+1.500.60V42. I+1.500.70II+1.500.70III43. I+1.500.70III+1.500.60IV44. I+1.500.70II+1.500.60V45. I+1.500.70III+1.500.60V46. I+1.500.70II+1.500.60IV47. 1.35I+1.50IV48. 1.35I+1.50III49. 1.35I+1.50V50. 1.35I+1.50II51. I+1.50V52. I+1.50III53. I+1.50II54. I+1.50IV55. 1.35I+1.500.70II56. 1.35I+1.500.70III57. 1.35I+1.500.60V58. 1.35I+1.500.60IV59. I+1.500.70III60. I+1.500.70II61. I+1.500.60V62. I+1.500.60IV63. 1.35I64. I

  • 10 812

    9

    13 117

    5 46

    2 13

    Disp

    ozici

    ja g

    reda

  • 220

    (9.5

    1m)

    616(2.31m)

    516(4.00m)

    416(4.00m)

    620(2.00m)

    616(2.31m)

    620

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  • 616(2.31m)

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    Aa1

  • 316(2.31m)

    216(4.00m)

    216(4.00m)

    320(2.00m)

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    Aa3

  • 316(2.31m)

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    Aa4

  • 8/

    12.5

    (N=1

    6)(m

    =2)

    8/

    20(N

    =31)

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    (m=2

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    8/20(N=32)(m=4)

    8/20(N=20)(m=4)

    8/12(N=17)(m=4)

    8/12(N=17)(m=4)

    8/20(N=32)(m=4)

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    v

    Greda 4-8EUROCODE

    C 25S500HKompletna shema optereenja

    Presjek 8-8 x = 0.00m

  • 8/10(m=2)

    112118816620412412603030

    80[cm]32Mjerodavna kombinacija za savijanje:1.35xI+1.50xII+1.05xIII+0.90xVN1u = 37.77 kNM2u = 0.00 kNmM3u = -489.85 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.50xII+1.05xIII+0.90xVT2u = -278.31 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/23.665 Aa1 = 0.00 cm2Aa2 = 16.23 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,v = 4.73 cm2/m (m=2)[Odabrano Aa,v = 8/10(m=2) = 5.03 cm2/m]

    Postotak armiranja: 1.44%

    Presjek 9-9 x = 6.00m 8/20(m=2)

    112118816220412412603030

    80[cm]32

    Mjerodavna kombinacija za savijanje:1.35xI+1.50xII+0.90xVN1u = 23.03 kNM2u = 0.00 kNmM3u = 364.86 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xVT2u = -7.03 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/14.077 Aa1 = 12.46 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,v = 0.00 cm2/m (m=2)[Odabrano Aa,v = 8/20(m=2) = 2.51 cm2/m]

    Postotak armiranja: 1.06%

    Greda 2-1EUROCODEC 30S500HKompletna shema optereenjali,2 = 4.00 m (2 = 23.09)li,3 = 4.00 m (3 = 27.71)Nepomina konstrukcija

    Presjek 5-5 x = 0.00m

    8/20(m=4)5165162162166050 [cm]32

    Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.50xIII+0.90xVN1u = -223.77 kNM2u = 0.00 kNmM3u = 221.20 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xIVT2u = 94.99 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/16.335 Aa1 = 6.86 cm2Aa2 = 6.81 cm2Aa3 = 2.95 cm2Aa4 = 2.91 cm2Aa,v = 0.00 cm2/m (m=2)[Odabrano Aa,v = 8/20(m=4) = 5.03 cm2/m]

    Postotak armiranja: 0.94%

    Greda 4-3EUROCODEC 30S500HKompletna shema optereenjali,2 = 4.00 m (2 = 23.09)li,3 = 4.00 m (3 = 27.71)Nepomina konstrukcija

    Presjek 2-2 x = 0.00m

    8/20(m=4)4164162162166050 [cm]32

    Mjerodavna kombinacija za savijanje:1.00xI+1.50xII+0.90xVN1u = -516.33 kNM2u = 0.00 kNmM3u = 181.31 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.50xVT2u = 75.15 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/15.287 Aa1 = 2.80 cm2Aa2 = 2.79 cm2Aa3 = 1.21 cm2Aa4 = 1.19 cm2Aa,v = 0.00 cm2/m (m=2)[Odabrano Aa,v = 8/20(m=4) = 5.03 cm2/m]

    Postotak armiranja: 0.80%

    Greda 6-5EUROCODEC 30S500HKompletna shema optereenjali,2 = 2.00 m (2 = 11.55)li,3 = 2.00 m (3 = 13.86)Nepomina konstrukcija

    Presjek 1-1 x = 0.00m

    8/12(m=4)6206203203206050 [cm]32

    Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.50xIII+0.90xIVN1u = -335.86 kNM2u = 0.00 kNmM3u = 415.07 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xIVT2u = 216.90 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/10.411 Aa1 = 14.59 cm2Aa2 = 14.49 cm2Aa3 = 6.27 cm2Aa4 = 6.18 cm2Aa,v = 6.30 cm2/m (m=2)[Odabrano Aa,v = 8/12(m=4) = 8.38 cm2/m]

    Postotak armiranja: 1.88%

    Greda 5-4EUROCODEC 30S500HKompletna shema optereenjali,2 = 2.31 m (2 = 13.34)li,3 = 2.31 m (3 = 16.00)Nepomina konstrukcija

    Presjek 2-2 x = 2.31m

    8/20(m=4)6166163163166050 [cm]32

    Mjerodavna kombinacija za savijanje:

    1.35xI+1.50xII+1.05xIII+0.90xVN1u = -432.08 kNM2u = 0.00 kNmM3u = -302.05 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xVT2u = 107.93 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/11.843 Aa1 = 8.82 cm2Aa2 = 8.76 cm2Aa3 = 3.79 cm2

  • Aa4 = 3.74 cm2Aa,v = 0.00 cm2/m (m=2)[Odabrano Aa,v = 8/20(m=4) = 5.03 cm2/m]

    Postotak armiranja: 1.21%

  • Greda 12-10EUROCODEC 30S500HKompletna shema optereenjali,2 = 2.00 m (2 = 11.55)li,3 = 2.00 m (3 = 13.86)Nepomina konstrukcija

    Presjek 10-10 x = 0.00m 8/12(m=4)6206203203206050 [cm]32

    Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.05xIII+1.50xIVN1u = -339.75 kNM2u = 0.00 kNmM3u = -430.03 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xIVT2u = -216.90 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/10.223 Aa1 = 15.31 cm2Aa2 = 15.20 cm2Aa3 = 6.58 cm2Aa4 = 6.49 cm2Aa,v = 6.30 cm2/m (m=2)[Odabrano Aa,v = 8/12(m=4) = 8.38 cm2/m]

    Postotak armiranja: 1.88%

    Presjek 11-11 x = 2.00m 8/12(m=4)6206203203206050 [cm]32

    Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.05xIII+1.50xIVN1u = -360.00 kNM2u = 0.00 kNmM3u = 16.37 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xIVT2u = -229.50 kNT3u = 0.00 kNM1u = 0.00 kNm

    Aa1 = 0.00 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,v = 6.66 cm2/m (m=2)[Odabrano Aa,v = 8/12(m=4) = 8.38 cm2/m]

    Postotak armiranja: 1.88%

    Greda 8-7EUROCODEC 30S500HKompletna shema optereenjali,2 = 4.00 m (2 = 23.09)li,3 = 4.00 m (3 = 27.71)Nepomina konstrukcija

    Presjek 12-12 x = 0.00m

    8/20(m=4)4164162162166050 [cm]32

    Mjerodavna kombinacija za savijanje:1.00xI+1.50xII+0.90xIVN1u = -582.84 kNM2u = 0.00 kNmM3u = -175.01 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.50xIVT2u = -70.28 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/14.812 Aa1 = 2.01 cm2Aa2 = 2.00 cm2Aa3 = 0.86 cm2Aa4 = 0.85 cm2Aa,v = 0.00 cm2/m (m=2)[Odabrano Aa,v = 8/20(m=4) = 5.03 cm2/m]

    Postotak armiranja: 0.80%

    Greda 10-8EUROCODEC 30S500HKompletna shema optereenjali,2 = 2.31 m (2 = 13.34)li,3 = 2.31 m (3 = 16.00)Nepomina konstrukcija

    Presjek 12-12 x = 2.31m

    8/20(m=4)6166163163166050 [cm]32

    Mjerodavna kombinacija za savijanje:1.35xI+1.50xII+1.05xIII+0.90xIVN1u = -499.16 kNM2u = 0.00 kNmM3u = 306.96 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xIVT2u = -97.51 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/11.205 Aa1 = 8.51 cm2Aa2 = 8.45 cm2Aa3 = 3.66 cm2Aa4 = 3.60 cm2Aa,v = 0.00 cm2/m (m=2)[Odabrano Aa,v = 8/20(m=4) = 5.03 cm2/m]

    Postotak armiranja: 1.21%

    Greda 13-11EUROCODEC 30S500HKompletna shema optereenjali,2 = 4.00 m (2 = 23.09)li,3 = 4.00 m (3 = 27.71)Nepomina konstrukcija

    Presjek 15-15 x = 0.00m

    8/20(m=4)5165162162166050 [cm]32

    Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.05xIII+1.50xIVN1u = -268.50 kNM2u = 0.00 kNmM3u = -262.39 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xIVT2u = -110.51 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/14.260 Aa1 = 8.34 cm2Aa2 = 8.28 cm2Aa3 = 3.58 cm2Aa4 = 3.53 cm2Aa,v = 0.00 cm2/m (m=2)[Odabrano Aa,v = 8/20(m=4) = 5.03 cm2/m]

    Postotak armiranja: 0.94%

    Greda 2-5EUROCODEC 25S500HKompletna shema optereenja

    Presjek 3-3 x = 0.00m 8/12(m=2)

    7146143103106030

    20

    70[cm]32Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.50xIII+0.90xVN1u = -159.18 kNM2u = 0.00 kNmM3u = -221.20 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.50xIII+0.90xIVT2u = -206.36 kNT3u = 0.00 kNM1u = 0.00 kNm

  • b/a = -2.907/25.000 Aa1 = 0.00 cm2Aa2 = 6.71 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,v = 4.01 cm2/m (m=2)[Odabrano Aa,v = 8/12(m=2) = 4.19 cm2/m]

    Postotak armiranja: 0.95%

    Presjek 4-4 x = 3.69m

    8/20(m=2)

    7142143103106030

    20

    70[cm]32Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.05xIII+1.50xIVN1u = -115.72 kN

    M2u = 0.00 kNmM3u = 201.39 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xVT2u = -30.36 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/10.165 Aa1 = 6.22 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,v = 0.00 cm2/m (m=2)[Odabrano Aa,v = 8/20(m=2) = 2.51 cm2/m]

    Postotak armiranja: 0.71%

    Greda 6-9EUROCODEC 25S500HKompletna shema optereenja

    Presjek 6-6 x = 0.00m 8/10(m=2)

    7145203103106030

    2070[cm]32

    Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.50xIII+0.90xIVN1u = -307.68 kNM2u = 0.00 kNmM3u = -415.07 kNm

    Mjerodavna kombinacija za posmik:

    1.35xI+1.05xII+1.50xIII+0.90xIVT2u = -252.14 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/14.444 Aa1 = 0.00 cm2Aa2 = 13.36 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,v = 4.90 cm2/m (m=2)[Odabrano Aa,v = 8/10(m=2) = 5.03 cm2/m]

    Postotak armiranja: 1.20%

    Presjek 7-7 x = 5.27m 8/20(m=2)

    714220310310603020

    70[cm]32

    Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.50xIII+0.90xIVN1u = -228.43 kNM2u = 0.00 kNmM3u = 202.94 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xIVT2u = 21.01 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/8.569 Aa1 = 4.79 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,v = 0.00 cm2/m (m=2)[Odabrano Aa,v = 8/20(m=2) = 2.51 cm2/m]

    Postotak armiranja: 0.84%

    Greda 13-10EUROCODEC 25S500HKompletna shema optereenja

    Presjek 13-13 x = 0.00m 8/10(m=2)

    7145163103106030

    20

    70[cm]32Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.05xIII+1.50xIVN1u = -189.08 kNM2u = 0.00 kNmM3u = -262.39 kNm

    Mjerodavna kombinacija za posmik:

    1.35xI+1.05xII+1.05xIII+1.50xIVT2u = -220.34 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.389/25.000 Aa1 = 0.00 cm2Aa2 = 8.05 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,v = 4.28 cm2/m (m=2)[Odabrano Aa,v = 8/10(m=2) = 5.03 cm2/m]

    Postotak armiranja: 0.98%

    Presjek 14-14 x = 4.61m 8/20(m=2)

    7142163103106030

    2070[cm]32

    Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.50xIII+0.90xIVN1u = -114.47 kNM2u = 0.00 kNmM3u = 199.98 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xVT2u = 25.27 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/10.286 Aa1 = 6.17 cm2Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,v = 0.00 cm2/m (m=2)[Odabrano Aa,v = 8/20(m=2) = 2.51 cm2/m]

    Postotak armiranja: 0.75%

    Greda 12-9EUROCODEC 25S500HKompletna shema optereenja

    Presjek 16-16 x = 0.00m 8/10(m=2)

    7145203103106030

    20

    70[cm]32Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.05xIII+1.50xIVN1u = -312.44 kNM2u = 0.00 kNmM3u = -430.03 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xIVT2u = -254.67 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/13.849 Aa1 = 0.00 cm2Aa2 = 13.96 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,v = 4.95 cm2/m (m=2)[Odabrano Aa,v = 8/10(m=2) = 5.03 cm2/m]

    Postotak armiranja: 1.20%

    Presjek 17-17 x = 5.27m

  • 8/20(m=2)

    714220310310603020

    70[cm]32Mjerodavna kombinacija za savijanje:1.35xI+1.05xII+1.50xIII+0.90xIVN1u = -229.11 kNM2u = 0.00 kNmM3u = 200.77 kNm

    Mjerodavna kombinacija za posmik:1.35xI+1.05xII+1.05xIII+1.50xIVT2u = 17.57 kNT3u = 0.00 kNM1u = 0.00 kNm

    b/a = -3.500/8.685 Aa1 = 4.68 cm2

    Aa2 = 0.00 cm2Aa3 = 0.00 cm2Aa4 = 0.00 cm2Aa,v = 0.00 cm2/m (m=2)[Odabrano Aa,v = 8/20(m=2) = 2.51 cm2/m]

    Postotak armiranja: 0.84%