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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
(1.2
5m)
620
(1.2
5m)
516(4.00m)
416(4.00m)
620(2.00m)
1
1
2
2
5
5
8 8
9 9
10
10
11
11
12
12
15
15
Oda
bran
a ar
mat
ura
EUR
OCOD
E, S
500H
Arm
atur
a u
gred
ama:
Aa2
616(2.31m)
516(4.00m)
416(4.00m)
620(2.00m)
616(2.31m)
816
+1
18(1
2.00
m)
516(4.00m)
416(4.00m)
620(2.00m)
1
1
2
2
5
5
8 8
9 9
10
10
11
11
12
12
15
15
Oda
bran
a ar
mat
ura
EUR
OCOD
E, S
500H
Arm
atur
a u
gred
ama:
Aa1
316(2.31m)
216(4.00m)
216(4.00m)
320(2.00m)
316(2.31m)
412
(12.
00m
)
216(4.00m)
216(4.00m)
320(2.00m)
1
1
2
2
5
5
8 8
9 9
10
10
11
11
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15
15
Oda
bran
a ar
mat
ura
EUR
OCOD
E, S
500H
Arm
atur
a u
gred
ama:
Aa3
316(2.31m)
216(4.00m)
216(4.00m)
320(2.00m)
316(2.31m)
412
(12.
00m
)
216(4.00m)
216(4.00m)
320(2.00m)
1
1
2
2
5
5
8 8
9 9
10
10
11
11
12
12
15
15
Oda
bran
a ar
mat
ura
EUR
OCOD
E, S
500H
Arm
atur
a u
gred
ama:
Aa4
8/
12.5
(N=1
6)(m
=2)
8/
20(N
=31)
(m=2
)
8/12
.5(N
=16)
(m=2
)
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)
8/
10(N
=9)(
m=2
)
8/10
(N=9
)(m
=2)
8/20(N=20)(m=4)
1
1
2
2
5
5
8 8
9 9
10
10
11
11
12
12
15
15
Oda
bran
a ar
mat
ura
EUR
OCOD
E, S
500H
Arm
atur
a u
gred
ama:
Aa,
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%