2015.07.02-raport corespondenta axiala stalp central+reactiuni baza manta.pdf

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1. Raionare combinatii liniare analizate Nume Descriere Tip Cazuri de incarcare Coef. [-] CO19 Liniar - starea ultima LC1 - Greutate proprie 1.00 LC2 - Panouri acoperis 1.00 LC4 - Zapada 0.40 LC6 - Hidrodinamica 0.80 LC7 - Seism X 1.00 LC8 - Seism Y 0.30 CO20 Liniar - starea ultima LC1 - Greutate proprie 1.00 LC2 - Panouri acoperis 1.00 LC4 - Zapada 0.40 LC6 - Hidrodinamica 0.80 LC7 - Seism X -1.00 LC8 - Seism Y 0.30 CO21 Liniar - starea ultima LC1 - Greutate proprie 1.00 LC2 - Panouri acoperis 1.00 LC4 - Zapada 0.40 LC6 - Hidrodinamica 0.80 LC7 - Seism X 1.00 LC8 - Seism Y -0.30 CO22 Liniar - starea ultima LC1 - Greutate proprie 1.00 LC2 - Panouri acoperis 1.00 LC4 - Zapada 0.40 LC6 - Hidrodinamica 0.80 LC7 - Seism X -1.00 LC8 - Seism Y -0.30 CO39 Liniar - starea ultima LC1 - Greutate proprie 1.00 LC2 - Panouri acoperis 1.00 LC4 - Zapada 0.40 LC6 - Hidrodinamica 0.80 LC7 - Seism X 0.30 LC8 - Seism Y 1.00 CO40 Liniar - starea ultima LC1 - Greutate proprie 1.00 LC2 - Panouri acoperis 1.00 LC4 - Zapada 0.40 LC6 - Hidrodinamica 0.80 LC7 - Seism X -0.30 LC8 - Seism Y 1.00 CO41 Liniar - starea ultima LC1 - Greutate proprie 1.00 LC2 - Panouri acoperis 1.00 LC4 - Zapada 0.40 LC6 - Hidrodinamica 0.80 LC7 - Seism X 0.30 LC8 - Seism Y -1.00 CO42 Liniar - starea ultima LC1 - Greutate proprie 1.00 LC2 - Panouri acoperis 1.00 LC4 - Zapada 0.40 LC6 - Hidrodinamica 0.80 LC7 - Seism X -0.30 LC8 - Seism Y -1.00 CO43 Liniar - starea ultima LC1 - Greutate proprie 1.35 LC2 - Panouri acoperis 1.35 CO44 Liniar - starea ultima LC1 - Greutate proprie 1.00 LC2 - Panouri acoperis 1.00 CO45 Liniar - starea ultima LC1 - Greutate proprie 1.35 LC2 - Panouri acoperis 1.35 LC4 - Zapada 1.05 CO46 Liniar - starea ultima LC1 - Greutate proprie 1.35 LC2 - Panouri acoperis 1.35 LC5 - Vant 1.05 CO47 Liniar - starea ultima LC1 - Greutate proprie 1.35 LC2 - Panouri acoperis 1.35 LC3 - Hidrostatica 1.50 CO48 Liniar - starea ultima LC1 - Greutate proprie 1.35 LC2 - Panouri acoperis 1.35 LC4 - Zapada 1.05 LC5 - Vant 1.05 CO49 Liniar - starea ultima LC1 - Greutate proprie 1.35 Proiect Autor Zimnicea Normativ national Anexa nationala EC - EN AN SR-EN Romania 1/9

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  • 1. Raionare combinatii liniare analizateNume Descriere Tip Cazuri de incarcare Coef.

    [-]

    CO19 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 0.40

    LC6 - Hidrodinamica 0.80

    LC7 - Seism X 1.00

    LC8 - Seism Y 0.30

    CO20 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 0.40

    LC6 - Hidrodinamica 0.80

    LC7 - Seism X -1.00

    LC8 - Seism Y 0.30

    CO21 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 0.40

    LC6 - Hidrodinamica 0.80

    LC7 - Seism X 1.00

    LC8 - Seism Y -0.30

    CO22 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 0.40

    LC6 - Hidrodinamica 0.80

    LC7 - Seism X -1.00

    LC8 - Seism Y -0.30

    CO39 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 0.40

    LC6 - Hidrodinamica 0.80

    LC7 - Seism X 0.30

    LC8 - Seism Y 1.00

    CO40 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 0.40

    LC6 - Hidrodinamica 0.80

    LC7 - Seism X -0.30

    LC8 - Seism Y 1.00

    CO41 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 0.40

    LC6 - Hidrodinamica 0.80

    LC7 - Seism X 0.30

    LC8 - Seism Y -1.00

    CO42 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 0.40

    LC6 - Hidrodinamica 0.80

    LC7 - Seism X -0.30

    LC8 - Seism Y -1.00

    CO43 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    CO44 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    CO45 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC4 - Zapada 1.05

    CO46 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC5 - Vant 1.05

    CO47 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC3 - Hidrostatica 1.50

    CO48 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC4 - Zapada 1.05

    LC5 - Vant 1.05

    CO49 Liniar - starea ultima LC1 - Greutate proprie 1.35

    Proiect

    Autor

    Zimnicea Normativ national

    Anexa nationala

    EC - EN

    AN SR-EN Romania

    1/9

  • Nume Descriere Tip Cazuri de incarcare Coef.

    [-]

    LC2 - Panouri acoperis 1.35

    LC3 - Hidrostatica 1.50

    LC4 - Zapada 1.05

    CO50 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC3 - Hidrostatica 1.50

    LC5 - Vant 1.05

    CO51 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC3 - Hidrostatica 1.50

    LC4 - Zapada 1.05

    LC5 - Vant 1.05

    CO52 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 1.05

    CO53 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC5 - Vant 1.05

    CO54 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC3 - Hidrostatica 1.50

    CO55 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 1.05

    LC5 - Vant 1.05

    CO56 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC3 - Hidrostatica 1.50

    LC4 - Zapada 1.05

    CO57 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC3 - Hidrostatica 1.50

    LC5 - Vant 1.05

    CO58 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC3 - Hidrostatica 1.50

    LC4 - Zapada 1.05

    LC5 - Vant 1.05

    CO59 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC4 - Zapada 1.50

    CO60 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC4 - Zapada 1.50

    LC5 - Vant 1.05

    CO61 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC3 - Hidrostatica 1.50

    LC4 - Zapada 1.50

    CO62 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC3 - Hidrostatica 1.50

    LC4 - Zapada 1.50

    LC5 - Vant 1.05

    CO63 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 1.50

    CO64 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 1.50

    LC5 - Vant 1.05

    CO65 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC3 - Hidrostatica 1.50

    LC4 - Zapada 1.50

    CO66 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC3 - Hidrostatica 1.50

    Proiect

    Autor

    Zimnicea Normativ national

    Anexa nationala

    EC - EN

    AN SR-EN Romania

    2/9

  • Nume Descriere Tip Cazuri de incarcare Coef.

    [-]

    LC4 - Zapada 1.50

    LC5 - Vant 1.05

    CO67 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC5 - Vant 1.50

    CO68 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC4 - Zapada 1.05

    LC5 - Vant 1.50

    CO69 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC3 - Hidrostatica 1.50

    LC5 - Vant 1.50

    CO70 Liniar - starea ultima LC1 - Greutate proprie 1.35

    LC2 - Panouri acoperis 1.35

    LC3 - Hidrostatica 1.50

    LC4 - Zapada 1.05

    LC5 - Vant 1.50

    CO71 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC5 - Vant 1.50

    CO72 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC4 - Zapada 1.05

    LC5 - Vant 1.50

    CO73 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC3 - Hidrostatica 1.50

    LC5 - Vant 1.50

    CO74 Liniar - starea ultima LC1 - Greutate proprie 1.00

    LC2 - Panouri acoperis 1.00

    LC3 - Hidrostatica 1.50

    LC4 - Zapada 1.05

    LC5 - Vant 1.50

    2. Valori ale reactiunilor obtinute in combinatia care genereaza efortul axial maxim instalpul central (CO61/9)

    2.1. Diagrame eforturi pe elemente 1D

    Calcul liniar, Extrem : Globale, Sistem : Principal

    Selectie : Toate

    Clasa : inf_combi

    Sectiune transversala : CS5 - RO1016X5

    Element css dx Caz N Vy Vz Mx My Mz

    [m] [kN] [kN] [kN] [kNm] [kNm] [kNm]

    B158 CS5 - RO1016X5 0.000 CO61/9 -880.49 0.00 -0.05 0.00 0.62 -0.05

    B158 CS5 - RO1016X5 12.153 CO71/2 -78.71 0.00 0.00 0.00 -0.01 0.00

    B158 CS5 - RO1016X5 0.000 CO60/7 -871.34 0.00 -0.06 0.00 0.69 0.04

    B158 CS5 - RO1016X5 0.000 CO39/11 -298.60 0.01 -0.01 0.00 0.31 0.18

    B158 CS5 - RO1016X5 0.000 CO59/6 -871.87 0.00 -0.06 0.00 0.70 0.03B158 CS5 - RO1016X5 0.000 CO73/5 -102.21 0.00 0.01 0.00 -0.04 -0.06

    B158 CS5 - RO1016X5 6.296 CO19/12 -290.92 0.01 -0.01 0.00 0.16 0.14

    B158 CS5 - RO1016X5 12.153 CO60/7 -851.26 0.00 -0.06 0.00 -0.04 -0.01

    B158 CS5 - RO1016X5 0.000 CO42/10 -298.76 0.00 -0.03 0.00 0.22 -0.11

    Proiect

    Autor

    Zimnicea Normativ national

    Anexa nationala

    EC - EN

    AN SR-EN Romania

    3/9

  • 2.2. Eforturi interne pe element; N-combinatia liniara CO61/9

    2.3. Reactiuni reazem liniar baza manta-combinatia liniara CO61/9

    Calcul liniar, Extrem : Nod

    Selectie : Sle1

    Combinatii : CO61

    Reazem Caz dx Rx Ry Rz Mx My Mz

    [m] [kN] [kN] [kN] [kNm] [kNm] [kNm]

    Sle1/S1 CO61/9 39.741 -1104.28 0.00 316.79 0.00 0.00 0.00

    Sle1/S1 CO61/9 0.000 1104.24 -0.01 321.87 0.00 0.00 0.00

    Sle1/S1 CO61/9 59.612 0.14 -1104.29 315.95 0.00 0.00 0.00

    Sle1/S1 CO61/9 19.871 0.07 1104.28 317.43 0.00 0.00 0.00

    Sle1/S1 CO61/9 9.439 806.67 747.05 314.79 0.00 0.00 0.00

    Proiect

    Autor

    Zimnicea Normativ national

    Anexa nationala

    EC - EN

    AN SR-EN Romania

    4/9

    X

    YZ

  • 2.4. Reactiuni; Rx in distributie liniara cu valoarea de maxim (CO61/9)

    2.5. Reactiuni; Rz-distributie liniara a valorii de maxim (CO61/9)

    Proiect

    Autor

    Zimnicea Normativ national

    Anexa nationala

    EC - EN

    AN SR-EN Romania

    5/9

    X

    YZ

    X

    YZ

  • 3. Valori ale efortului axial in stalpul central obtinute in combinatia care genereaza

    reactiunile verticale maxime la baza mantalei (CO39/11)

    3.1. Diagrame eforturi pe elemente 1D

    Calcul liniar, Extrem : Globale, Sistem : Principal

    Selectie : Toate

    Combinatii : CO39

    Sectiune transversala : CS5 - RO1016X5

    Element css dx Caz N Vy Vz Mx My Mz

    [m] [kN] [kN] [kN] [kNm] [kNm] [kNm]

    B158 CS5 - RO1016X5 0.000 CO39/11 -298.60 0.01 -0.01 0.00 0.31 0.18

    B158 CS5 - RO1016X5 12.153 CO39/11 -283.72 0.01 -0.01 0.00 0.07 0.18B158 CS5 - RO1016X5 10.073 CO39/11 -286.27 0.01 -0.01 0.00 0.10 0.17

    B158 CS5 - RO1016X5 5.037 CO39/11 -292.43 0.01 -0.01 0.00 0.18 0.18

    B158 CS5 - RO1016X5 8.814 CO39/11 -287.81 0.01 -0.01 0.00 0.12 0.17

    3.2. Eforturi interne pe element; N-combinatia liniara CO39/11

    3.3. Reactiuni reazem liniar baza manta-combinatia liniara CO39/11

    Calcul liniar, Extrem : Nod

    Selectie : Sle1

    Combinatii : CO39

    Reazem Caz dx Rx Ry Rz Mx My Mz

    [m] [kN] [kN] [kN] [kNm] [kNm] [kNm]

    Sle1/S1 CO39/11 45.702 -101.62 -15.92 296.23 0.00 0.00 0.00

    Sle1/S1 CO39/11 11.426 112.59 78.91 369.61 0.00 0.00 0.00

    Sle1/S1 CO39/11 53.651 -14.14 -100.67 298.34 0.00 0.00 0.00

    Sle1/S1 CO39/11 8.445 78.94 112.71 369.00 0.00 0.00 0.00Sle1/S1 CO39/11 37.257 -95.61 19.30 274.58 0.00 0.00 0.00

    Sle1/S1 CO39/11 9.935 72.47 72.21 564.44 0.00 0.00 0.00

    Sle1/S1 CO39/11 0.000 99.23 0.78 326.78 0.00 0.00 0.00

    Proiect

    Autor

    Zimnicea Normativ national

    Anexa nationala

    EC - EN

    AN SR-EN Romania

    6/9

    X

    YZ

  • 3.4. Reactiuni; Rx in distributie liniara a valorii de maxim (CO39/11)

    3.5. Reactiuni; Rz in distributie liniara a valorii de maxim (CO39/11)

    Proiect

    Autor

    Zimnicea Normativ national

    Anexa nationala

    EC - EN

    AN SR-EN Romania

    7/9

    X

    YZ

    XY

    Z

  • 4. Valori ale efortului axial in stalpul central obtinute in combinatia care genereaza

    reactiunile orizontale maxime la baza mantalei (CO69/1)

    4.1. Diagrame eforturi pe elemente 1D

    Calcul liniar, Extrem : Globale, Sistem : Principal

    Selectie : Toate

    Combinatii : CO69

    Sectiune transversala : CS5 - RO1016X5

    Element css dx Caz N Vy Vz Mx My Mz

    [m] [kN] [kN] [kN] [kNm] [kNm] [kNm]

    B158 CS5 - RO1016X5 0.000 CO69/1 -135.23 0.00 0.01 0.00 -0.02 -0.06

    B158 CS5 - RO1016X5 12.153 CO69/1 -115.14 0.00 0.01 0.00 0.07 -0.02

    4.2. Eforturi interne pe element; N-combinatia liniara CO69/1

    4.3. Reactiuni reazem liniar baza manta-combinatia liniara CO69/1

    Calcul liniar, Extrem : Nod

    Selectie : Sle1

    Combinatii : CO69

    Reazem Caz dx Rx Ry Rz Mx My Mz[m] [kN] [kN] [kN] [kNm] [kNm] [kNm]

    Sle1/S1 CO69/1 39.741 -1104.51 0.00 312.02 0.00 0.00 0.00

    Sle1/S1 CO69/1 0.000 1104.51 0.00 312.68 0.00 0.00 0.00

    Sle1/S1 CO69/1 59.612 -0.05 -1104.51 312.40 0.00 0.00 0.00

    Sle1/S1 CO69/1 19.871 -0.03 1104.51 312.59 0.00 0.00 0.00

    Sle1/S1 CO69/1 30.303 -806.96 747.07 310.39 0.00 0.00 0.00

    Sle1/S1 CO69/1 69.547 784.06 -784.07 315.82 0.00 0.00 0.00

    Proiect

    Autor

    Zimnicea Normativ national

    Anexa nationala

    EC - EN

    AN SR-EN Romania

    8/9

    X

    YZ

  • 4.4. Reactiuni; Rx in distributie liniara a valorii de maxim (CO69/1)

    4.5. Reactiuni; Rz in distributie liniara a valorii de maxim (CO69/1)

    Proiect

    Autor

    Zimnicea Normativ national

    Anexa nationala

    EC - EN

    AN SR-EN Romania

    9/9

    X

    YZ

    X

    YZ