Post on 09-Sep-2015
transcript
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