caracteristicile principale ale modelului

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Proiect: 17. 15:00 Caracteristicile principale ale modelului Spațiu de lucru Spațial Rigiditate la încovoiere Da Număr de noduri 0 Număr de elemente liniare 333 Număr de elemente plane 25 Număr de reazeme punctuale 0 Număr de reazeme liniare 15 Număr de reazeme plane 0 Număr de cazuri de încărcare 8 Număr de combinații 66 Geometria modelului Cele mai mari dimensiuni ale structurii X = 29.70 m Y = 16.40 m Z = 12.80 m Centru de greutate X = 19.85 m Y = 13.15 m Z = 5.89 m Greutate totală 1836.62 T Descrierea încărcărilor Convenții utilizate: Încărcări plane după caz FX(kN) FY(kN) FZ(kN) Efort normal după axa x, Efort normal după axa y, Efort normal după axa z MX(kN*m) MY(kN*m) MZ(kN*m) Moment de torsiune în jurul axei x, Moment de torsiune în jurul axei y, Moment de torsiune în jurul axei z Element nr. Tipul și numărul elementului pe care este aplicată încărcarea plană Reper Reperul în care este definită intensitatea încărcării plane Toate coordonatele din coloana „Puncte” sunt în reperul global Notă Nr: document.docx Pagină 1

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Caracteristicile principale ale modelului

Spaiu de lucruSpaial

Rigiditate la ncovoiereDa

Numr de noduri0

Numr de elemente liniare333

Numr de elemente plane25

Numr de reazeme punctuale0

Numr de reazeme liniare15

Numr de reazeme plane0

Numr de cazuri de ncrcare8

Numr de combinaii66

Geometria modelului

Cele mai mari dimensiuni ale structuriiX = 29.70 mY = 16.40 mZ = 12.80 m

Centru de greutateX = 19.85 mY = 13.15 mZ = 5.89 m

Greutate total1836.62 T

Descrierea ncrcrilor

Convenii utilizate: ncrcri plane dup caz

FX(kN) FY(kN) FZ(kN)Efort normal dup axa x, Efort normal dup axa y, Efort normal dup axa z

MX(kN*m) MY(kN*m) MZ(kN*m)Moment de torsiune n jurul axei x, Moment de torsiune n jurul axei y, Moment de torsiune n jurul axei z

Element nr.Tipul i numrul elementului pe care este aplicat ncrcarea plan

ReperReperul n care este definit intensitatea ncrcrii plane

Toate coordonatele din coloana Puncte sunt n reperul global

ncrcri plane dup caz

NrFX(kN)FY(kN)FZ(kN)MX(kN*m)MY(kN*m)MZ(kN*m)Coef. var. 1Coef. var. 2Coef. var. 3ReperElement ncrcatPuncteCaz de ncrcare

1 0.00 0.00 -1.20 0.00 0.00 0.00 1.00 1.00 1.00 Global cartezian 0 0(5.00, 6.00, 12.80)(34.70, 6.00, 12.80)(34.70, 20.40, 12.80)(5.00, 20.40, 12.80) 7

4 0.00 0.00 -1.50 0.00 0.00 0.00 1.00 1.00 1.00 Global cartezian 0 0(5.00, 6.00, 10.10)(34.70, 6.00, 10.10)(34.70, 20.40, 10.10)(5.00, 20.40, 10.10) 7

5 0.00 0.00 -1.50 0.00 0.00 0.00 1.00 1.00 1.00 Global cartezian 0 0(5.00, 6.00, 7.40)(34.70, 6.00, 7.40)(34.70, 20.40, 7.40)(5.00, 20.40, 7.40) 7

6 0.00 0.00 -1.50 0.00 0.00 0.00 1.00 1.00 1.00 Global cartezian 0 0(5.00, 6.00, 4.70)(34.70, 6.00, 4.70)(34.70, 20.40, 4.70)(5.00, 20.40, 4.70) 7

7 0.00 0.00 -1.50 0.00 0.00 0.00 1.00 1.00 1.00 Global cartezian 0 0(5.00, 6.00, 2.00)(34.70, 6.00, 2.00)(34.70, 20.40, 2.00)(5.00, 20.40, 2.00) 7

2 0.00 0.00 -1.50 0.00 0.00 0.00 1.00 1.00 1.00 Global cartezian 0 0(5.00, 6.00, 12.80)(34.70, 6.00, 12.80)(34.70, 20.40, 12.80)(5.00, 20.40, 12.80) 2

8 0.00 0.00 -1.50 0.00 0.00 0.00 1.00 1.00 1.00 Global cartezian 0 0(5.00, 6.00, 10.10)(34.70, 6.00, 10.10)(34.70, 20.40, 10.10)(5.00, 20.40, 10.10) 2

9 0.00 0.00 -1.50 0.00 0.00 0.00 1.00 1.00 1.00 Global cartezian 0 0(5.00, 6.00, 7.40)(34.70, 6.00, 7.40)(34.70, 20.40, 7.40)(5.00, 20.40, 7.40) 2

10 0.00 0.00 -1.50 0.00 0.00 0.00 1.00 1.00 1.00 Global cartezian 0 0(5.00, 6.00, 4.70)(34.70, 6.00, 4.70)(34.70, 20.40, 4.70)(5.00, 20.40, 4.70) 2

11 0.00 0.00 -1.50 0.00 0.00 0.00 1.00 1.00 1.00 Global cartezian 0 0(5.00, 6.00, 2.00)(34.70, 6.00, 2.00)(34.70, 20.40, 2.00)(5.00, 20.40, 2.00) 2

3 0.00 0.00 -1.50 0.00 0.00 0.00 1.00 1.00 1.00 Global cartezian 0 0(5.00, 6.00, 12.80)(34.70, 6.00, 12.80)(34.70, 20.40, 12.80)(5.00, 20.40, 12.80) 6

ncrcri Gravitaionale dup caz

NrCaz de ncrcareAcceleraie dupX(m/s2)Acceleraie dupY(m/s2)Acceleraie dupZ(m/s2)List elemente

110.000.00-9.81Toate

270.000.000.00Toate

Descrierea cazurilor de ncrcare i a familiilorLista de familii

NrDenumireLista de cazuri de ncrcare

1ncrcri Permanente1; 7

2ncrcri utile2

3Seism P100/20063; 4; 5

4Analiza modal0

5Zpad CR 1-1-3/20126

Lista de cazuri de ncrcare statice

NrCaz de ncrcareRezultanta ncrcrilor (reper global)

Fx (kN)Fy (kN)Fz (kN)Mx (kN*m)My (kN*m)Mz (kN*m)

1G0.000.00-18011.14-143874.32-216685.390.00

7G0.000.00-3079.30-40646.70-61124.020.00

2Q0.000.00-3207.60-42340.32-63670.850.00

6N0.000.00-641.52-8468.06-12734.170.00

Numele cazurilor de ncrcare

Cazul nr.NumeTitlu

1G

7G

2Q

3EX

4EY

5EZ

0Moduri

6N

1011.35x[1 G]

1021.35x[7 G]

1031.35x[1 G]+1.5x[2 Q]

1041.35x[7 G]+1.5x[2 Q]

1051.35x[1 G]+1.5x[2 Q]+1.05x[6 N]

1061.35x[7 G]+1.5x[2 Q]+1.05x[6 N]

1071x[1 G]+0.3x[2 Q]+0.4x[6 N]+1x[3 EX]

1081x[1 G]+0.3x[2 Q]+0.4x[6 N]+1x[4 EY]

1091x[1 G]+0.3x[2 Q]+0.4x[6 N]+1x[5 EZ]

1101x[7 G]+0.3x[2 Q]+0.4x[6 N]+1x[3 EX]

1111x[7 G]+0.3x[2 Q]+0.4x[6 N]+1x[4 EY]

1121x[7 G]+0.3x[2 Q]+0.4x[6 N]+1x[5 EZ]

1131x[1 G]+0.4x[6 N]+1x[3 EX]

1141x[1 G]+0.4x[6 N]+1x[4 EY]

1151x[1 G]+0.4x[6 N]+1x[5 EZ]

1161x[7 G]+0.4x[6 N]+1x[3 EX]

1171x[7 G]+0.4x[6 N]+1x[4 EY]

1181x[7 G]+0.4x[6 N]+1x[5 EZ]

1191x[1 G]+0.3x[2 Q]+1x[3 EX]

1201x[1 G]+0.3x[2 Q]+1x[4 EY]

1211x[1 G]+0.3x[2 Q]+1x[5 EZ]

1221x[7 G]+0.3x[2 Q]+1x[3 EX]

1231x[7 G]+0.3x[2 Q]+1x[4 EY]

1241x[7 G]+0.3x[2 Q]+1x[5 EZ]

1251x[1 G]+1x[3 EX]

1261x[1 G]+1x[4 EY]

1271x[1 G]+1x[5 EZ]

1281x[7 G]+1x[3 EX]

1291x[7 G]+1x[4 EY]

1301x[7 G]+1x[5 EZ]

1311x[1 G]+0.3x[2 Q]+0.4x[6 N]-1x[3 EX]

1321x[1 G]+0.3x[2 Q]+0.4x[6 N]-1x[4 EY]

1331x[1 G]+0.3x[2 Q]+0.4x[6 N]-1x[5 EZ]

1341x[7 G]+0.3x[2 Q]+0.4x[6 N]-1x[3 EX]

1351x[7 G]+0.3x[2 Q]+0.4x[6 N]-1x[4 EY]

1361x[7 G]+0.3x[2 Q]+0.4x[6 N]-1x[5 EZ]

1371x[1 G]+0.4x[6 N]-1x[3 EX]

1381x[1 G]+0.4x[6 N]-1x[4 EY]

1391x[1 G]+0.4x[6 N]-1x[5 EZ]

1401x[7 G]+0.4x[6 N]-1x[3 EX]

1411x[7 G]+0.4x[6 N]-1x[4 EY]

1421x[7 G]+0.4x[6 N]-1x[5 EZ]

1431x[1 G]+0.3x[2 Q]-1x[3 EX]

1441x[1 G]+0.3x[2 Q]-1x[4 EY]

1451x[1 G]+0.3x[2 Q]-1x[5 EZ]

1461x[7 G]+0.3x[2 Q]-1x[3 EX]

1471x[7 G]+0.3x[2 Q]-1x[4 EY]

1481x[7 G]+0.3x[2 Q]-1x[5 EZ]

1491x[1 G]-1x[3 EX]

1501x[1 G]-1x[4 EY]

1511x[1 G]-1x[5 EZ]

1521x[7 G]-1x[3 EX]

1531x[7 G]-1x[4 EY]

1541x[7 G]-1x[5 EZ]

1551x[1 G]

1561x[7 G]

1571x[1 G]+1x[2 Q]

1581x[7 G]+1x[2 Q]

1591x[1 G]+1x[2 Q]+0.7x[6 N]

1601x[7 G]+1x[2 Q]+0.7x[6 N]

1611x[1 G]

1621x[7 G]

1631x[1 G]+0.3x[2 Q]

1641x[7 G]+0.3x[2 Q]

1651x[1 G]+0.3x[2 Q]+0.4x[6 N]

1661x[7 G]+0.3x[2 Q]+0.4x[6 N]

Descrierea combinaiilorDescrierea combinaiilor

NrNumeDetaliiCod

1011.35x[1 G] 1.35*1 ECELUSTR

1021.35x[7 G] 1.35*7 ECELUSTR

1031.35x[1 G]+1.5x[2 Q] 1.35*1 + 1.50*2 ECELUSTR

1041.35x[7 G]+1.5x[2 Q] 1.35*7 + 1.50*2 ECELUSTR

1051.35x[1 G]+1.5x[2 Q]+1.05x[6 N] 1.35*1 + 1.50*2 + 1.05*6 ECELUSTR

1061.35x[7 G]+1.5x[2 Q]+1.05x[6 N] 1.35*7 + 1.50*2 + 1.05*6 ECELUSTR

1071x[1 G]+0.3x[2 Q]+0.4x[6 N]+1x[3 EX] 1.00*1 + 0.30*2 + 0.40*6 + 1.00*3 ECELUS

1081x[1 G]+0.3x[2 Q]+0.4x[6 N]+1x[4 EY] 1.00*1 + 0.30*2 + 0.40*6 + 1.00*4 ECELUS

1091x[1 G]+0.3x[2 Q]+0.4x[6 N]+1x[5 EZ] 1.00*1 + 0.30*2 + 0.40*6 + 1.00*5 ECELUS

1101x[7 G]+0.3x[2 Q]+0.4x[6 N]+1x[3 EX] 1.00*7 + 0.30*2 + 0.40*6 + 1.00*3 ECELUS

1111x[7 G]+0.3x[2 Q]+0.4x[6 N]+1x[4 EY] 1.00*7 + 0.30*2 + 0.40*6 + 1.00*4 ECELUS

1121x[7 G]+0.3x[2 Q]+0.4x[6 N]+1x[5 EZ] 1.00*7 + 0.30*2 + 0.40*6 + 1.00*5 ECELUS

1131x[1 G]+0.4x[6 N]+1x[3 EX] 1.00*1 + 0.40*6 + 1.00*3 ECELUS

1141x[1 G]+0.4x[6 N]+1x[4 EY] 1.00*1 + 0.40*6 + 1.00*4 ECELUS

1151x[1 G]+0.4x[6 N]+1x[5 EZ] 1.00*1 + 0.40*6 + 1.00*5 ECELUS

1161x[7 G]+0.4x[6 N]+1x[3 EX] 1.00*7 + 0.40*6 + 1.00*3 ECELUS

1171x[7 G]+0.4x[6 N]+1x[4 EY] 1.00*7 + 0.40*6 + 1.00*4 ECELUS

1181x[7 G]+0.4x[6 N]+1x[5 EZ] 1.00*7 + 0.40*6 + 1.00*5 ECELUS

1191x[1 G]+0.3x[2 Q]+1x[3 EX] 1.00*1 + 0.30*2 + 1.00*3 ECELUS

1201x[1 G]+0.3x[2 Q]+1x[4 EY] 1.00*1 + 0.30*2 + 1.00*4 ECELUS

1211x[1 G]+0.3x[2 Q]+1x[5 EZ] 1.00*1 + 0.30*2 + 1.00*5 ECELUS

1221x[7 G]+0.3x[2 Q]+1x[3 EX] 1.00*7 + 0.30*2 + 1.00*3 ECELUS

1231x[7 G]+0.3x[2 Q]+1x[4 EY] 1.00*7 + 0.30*2 + 1.00*4 ECELUS

1241x[7 G]+0.3x[2 Q]+1x[5 EZ] 1.00*7 + 0.30*2 + 1.00*5 ECELUS

1251x[1 G]+1x[3 EX] 1.00*1 + 1.00*3 ECELUS

1261x[1 G]+1x[4 EY] 1.00*1 + 1.00*4 ECELUS

1271x[1 G]+1x[5 EZ] 1.00*1 + 1.00*5 ECELUS

1281x[7 G]+1x[3 EX] 1.00*7 + 1.00*3 ECELUS

1291x[7 G]+1x[4 EY] 1.00*7 + 1.00*4 ECELUS

1301x[7 G]+1x[5 EZ] 1.00*7 + 1.00*5 ECELUS

1311x[1 G]+0.3x[2 Q]+0.4x[6 N]-1x[3 EX] 1.00*1 + 0.30*2 + 0.40*6 -1.00*3 ECELUS

1321x[1 G]+0.3x[2 Q]+0.4x[6 N]-1x[4 EY] 1.00*1 + 0.30*2 + 0.40*6 -1.00*4 ECELUS

1331x[1 G]+0.3x[2 Q]+0.4x[6 N]-1x[5 EZ] 1.00*1 + 0.30*2 + 0.40*6 -1.00*5 ECELUS

1341x[7 G]+0.3x[2 Q]+0.4x[6 N]-1x[3 EX] 1.00*7 + 0.30*2 + 0.40*6 -1.00*3 ECELUS

1351x[7 G]+0.3x[2 Q]+0.4x[6 N]-1x[4 EY] 1.00*7 + 0.30*2 + 0.40*6 -1.00*4 ECELUS

1361x[7 G]+0.3x[2 Q]+0.4x[6 N]-1x[5 EZ] 1.00*7 + 0.30*2 + 0.40*6 -1.00*5 ECELUS

1371x[1 G]+0.4x[6 N]-1x[3 EX] 1.00*1 + 0.40*6 -1.00*3 ECELUS

1381x[1 G]+0.4x[6 N]-1x[4 EY] 1.00*1 + 0.40*6 -1.00*4 ECELUS

1391x[1 G]+0.4x[6 N]-1x[5 EZ] 1.00*1 + 0.40*6 -1.00*5 ECELUS

1401x[7 G]+0.4x[6 N]-1x[3 EX] 1.00*7 + 0.40*6 -1.00*3 ECELUS

1411x[7 G]+0.4x[6 N]-1x[4 EY] 1.00*7 + 0.40*6 -1.00*4 ECELUS

1421x[7 G]+0.4x[6 N]-1x[5 EZ] 1.00*7 + 0.40*6 -1.00*5 ECELUS

1431x[1 G]+0.3x[2 Q]-1x[3 EX] 1.00*1 + 0.30*2 -1.00*3 ECELUS

1441x[1 G]+0.3x[2 Q]-1x[4 EY] 1.00*1 + 0.30*2 -1.00*4 ECELUS

1451x[1 G]+0.3x[2 Q]-1x[5 EZ] 1.00*1 + 0.30*2 -1.00*5 ECELUS

1461x[7 G]+0.3x[2 Q]-1x[3 EX] 1.00*7 + 0.30*2 -1.00*3 ECELUS

1471x[7 G]+0.3x[2 Q]-1x[4 EY] 1.00*7 + 0.30*2 -1.00*4 ECELUS

1481x[7 G]+0.3x[2 Q]-1x[5 EZ] 1.00*7 + 0.30*2 -1.00*5 ECELUS

1491x[1 G]-1x[3 EX] 1.00*1 -1.00*3 ECELUS

1501x[1 G]-1x[4 EY] 1.00*1 -1.00*4 ECELUS

1511x[1 G]-1x[5 EZ] 1.00*1 -1.00*5 ECELUS

1521x[7 G]-1x[3 EX] 1.00*7 -1.00*3 ECELUS

1531x[7 G]-1x[4 EY] 1.00*7 -1.00*4 ECELUS

1541x[7 G]-1x[5 EZ] 1.00*7 -1.00*5 ECELUS

1551x[1 G] 1.00*1 ECELSCQ

1561x[7 G] 1.00*7 ECELSCQ

1571x[1 G]+1x[2 Q] 1.00*1 + 1.00*2 ECELSCQ

1581x[7 G]+1x[2 Q] 1.00*7 + 1.00*2 ECELSCQ

1591x[1 G]+1x[2 Q]+0.7x[6 N] 1.00*1 + 1.00*2 + 0.70*6 ECELSCQ

1601x[7 G]+1x[2 Q]+0.7x[6 N] 1.00*7 + 1.00*2 + 0.70*6 ECELSCQ

1611x[1 G] 1.00*1 ECELSQP

1621x[7 G] 1.00*7 ECELSQP

1631x[1 G]+0.3x[2 Q] 1.00*1 + 0.30*2 ECELSQP

1641x[7 G]+0.3x[2 Q] 1.00*7 + 0.30*2 ECELSQP

1651x[1 G]+0.3x[2 Q]+0.4x[6 N] 1.00*1 + 0.30*2 + 0.40*6 ECELSQP

1661x[7 G]+0.3x[2 Q]+0.4x[6 N] 1.00*7 + 0.30*2 + 0.40*6 ECELSQP

Antemsurtoare structurAntemsurtoare elemente dup materiale

MaterialGreutate Volumic (T/m3)Volum (m3)Greutate (T)

C12/152.50133.06332.64

C20/252.50601.591503.98

Total734.651836.62

Antemsurtoare elemente liniare dup seciuni

SeciuneArie (cm2)Perimetru (cm)Lungime (m)Volum (m3)Suprafa (m2)Greutate (T)

C30900.00120.00256.0023.04307.2057.60

L60*302700.00240.0051.2013.82122.8834.56

R30*501500.00160.001458.00218.702332.80546.75

R30*601800.00180.00315.3056.75567.54141.88

T80*40+80*404800.00320.00277.20133.06887.04332.64

Total2357.70445.374217.461113.43

Antemsurtoare elemente liniare dup lungimi

SeciuneMaterialLungime (m)CantitateSuprafa (m2)Volum (m3)Greutate (T)

L60*30C20/252.0044.80 19.200.54 2.161.35 5.40

R30*60C20/252.00243.60 86.400.36 8.640.90 21.60

C30C20/252.00202.40 48.000.18 3.600.45 9.00

L60*30C20/252.70166.48 103.680.73 11.661.82 29.16

R30*60C20/252.70994.86 481.140.49 48.111.21 120.28

C30C20/252.70803.24 259.200.24 19.440.61 48.60

R30*50C20/2514.401923.04 437.762.16 41.045.40 102.60

T80*40+80*40C12/1514.401146.08 506.886.91 76.0317.28 190.08

R30*50C20/2516.403626.24 944.642.46 88.566.15 221.40

R30*50C20/2529.702047.52 950.404.45 89.1011.14 222.75

T80*40+80*40C12/1529.70495.04 380.1614.26 57.0235.64 142.56

Total4217.46445.371113.43

Antemsurtoare elemente plane dup grosimi

Grosime (m)MaterialSuprafa (m2)Volum (m3)Greutate (T)

0.13C20/252225.20289.28723.19

Total2225.20289.28723.19

Descrierea seciunilorConvenii:

Convenia utilizat n program pentru descrierea seciunilor este urmtoarea:

Proiect: 17. 15:00

Not Nr: bloc bucium.model rulat.fundatii.rulat_ndc04 Pagin 1 y: axa slab z: axa tare h: nlimea seciunii b: limea seciunii tw: grosimea inimii tf: grosimea aripii r: raza de racordare d: nlimea poriunii drepte a inimii ly,lz: moment de inerie pe y i z lyz: moment de inerie compus It: moment de inerie la torsiune lw: moment de inerie la rsucire mpiedicat Welyinf, Welysup: modul de ncovoiere elastic n fibra superioar / inferioar pe y. Welzinf, Welzsup: modul de ncovoiere elastic n fibra superioar / inferioar pe z. Wply, Wplz: module de ncovoiere plastice Wt: modul de torsiune. Sy, Sz: seciune redus la efort tietor dup y i z.

Dimensiunile seciunilor

Denumireh(cm)r(cm)r1(cm)t(cm)epur

L60*3060.000.000.0030.00---

Dimensiunile seciunilor

Denumirenlime(cm)lime(cm)epur

R30*6060.0030.00---

R30*5050.0030.00---

Dimensiunile seciunilor

Denumirelime(cm)epur

C3030.00---

Dimensiunile seciunilor

Denumireb(cm)h(cm)r(cm)r1(cm)tf(cm)tw(cm)epur

T80*40+80*4080.0080.000.000.0040.0040.00---

Caracteristicile seciunilor

DenumireA(cm2)IyIzIyzIt(cm4)Iw(cm6)WelyinfWelysupWelzinfWelzsup(cm3)WplyWplzWt(cm3)Sy(cm2)

L60*302700.00742500.00742500.000.00906502.210.0029700.0021214.2929700.0021214.290.000.0027449.761500.001500.00

R30*601800.00540000.00135000.000.00370785.940.0018000.0018000.009000.009000.0027000.0013500.0013241.381500.001500.00

R30*501500.00312500.00112500.000.00281737.080.0012500.0012500.007500.007500.0018750.0011250.0010596.691250.001250.00

C30900.0067500.0067500.000.00114075.000.004500.004500.004500.004500.006750.006750.005590.06750.00750.00

T80*40+80*404800.002346666.671920000.000.003151494.100.0050285.7170400.0048000.0048000.000.000.0070745.182666.672666.67