calcul copertina parcare l=9.0 m

CALCUL STRUCTURI DIN METAL ---------------------------------------------------------------------------------------------------------------------------------------- COD: EUROCODE 3 TIP ANALIZ: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------- FAMILIE: ELEMENT: Contravantuire orizontala PUNCT: 3 COORDONAT: x = 1.00 L = 0.92 m ---------------------------------------------------------------------------------------------------------------------------------------- NCRCRI: Caz ncrcare decisiv: 1 DL1 ---------------------------------------------------------------------------------------------------------------------------------------- MATERIAL: S235 ( S235 ) fy = 2350.00 daN/cm2 ----------------------------------------------------------------------------------------------------------------------------------------

PARAMETRI SECIUNE: TCAR 40x3.2 h=40.0 mm gM0=1.10 gM1=1.10 b=40.0 mm Ay=2.330 cm2 Az=2.330 cm2 Ax=4.661 cm2 tw=3.2 mm Iy=10.440 cm4 Iz=10.440 cm4 Ix=16.530 cm4 tf=3.2 mm Wply=6.517 cm3 Wplz=6.517 cm3 ---------------------------------------------------------------------------------------------------------------------------------------- FORE INTERNE I REZISTENE ULTIME: N.sd = 58.52 daN My.sd = 4.88 daN*m Mz.sd = 2.12 daN*m Vy.sd = -0.70 daN Nc.rd = 9957.59 daN Mply.rd = 139.22 daN*m Mplz.rd = 139.22 daN*m Vply.rd = 2874.51 daN

Nb.rd = 8646.36 daN Mny.rd = 139.22 daN*m Mnz.rd = 139.22 daN*m Vz.sd = -0.25 daN Vplz.rd = 2874.51 daN Clas seciune = 1 ----------------------------------------------------------------------------------------------------------------------------------------

PARAMETRI FLAMBAJ LATERAL: ---------------------------------------------------------------------------------------------------------------------------------------- PARAMETRI FLAMBAJ:

Dup axa Y: Dup axa Z: Ly = 0.92 m Lambda_y = 0.65 Lz = 0.92 m Lambda_z = 0.65 Lfy = 0.92 m Xy = 0.87 Lfz = 0.92 m Xz = 0.87 Lambda y = 61.42 ky = 1.00 Lambda z = 61.42 kz = 1.00 ---------------------------------------------------------------------------------------------------------------------------------------- FORMULE DE VERIFICARE: Nsd/Nc.rd = 58.52/9957.59 =0.01 < 1.00 (5.16) Nsd/(Xmin*A*fy/gM1)+ky*My.sd/(Wply*fy/gM1)+kz*Mz.sd/(Wplz*fy/gM1) = 0.06 < 1.00 (5.51) Vy.sd/Vply.rd = 0.00 < 1.00 Vz.sd/Vplz.rd = 0.00 < 1.00 (5.20) ---------------------------------------------------------------------------------------------------------------------------------------- Seciune OK !!!

Proprieti: Bara nr. 28 (contravantuire orizontala) Noduri X Y Z [m] 26 0.63 2.81 2.57 68 0.0 2.25 2.20 Lungime=0.92 [m] Tip bar: Bar simpl Seciune: TCAR 40x3.2 Material: S235 Atribute adiionale:

Unghi gama=0.0 Proprieti seciune: TCAR 40x3.2

HY=40.0, HZ=40.0 [mm] AX=4.661 [cm2] IX=16.530, IY=10.440, IZ=10.440 [cm4] Proprieti material: E=2100000.00 (daN/cm2) NI=0.30 G=808000.00 (daN/cm2) For densitate (uniti greutate)=7701.00 (daN/m3) Re=2350.00 (daN/cm2) LX=0.00 (1/C) ncrcri: Caz 1 DL1 1 Greutate proprie PZ Negativ Factor=1.00

Rezultate:Bara nr. 28 Caz 1 DL1 Deplasri [mm]: 26 UX=-3.6332 UY=6.6685 UZ=-10.0164 68 UX=-3.6360 UY=3.5549 UZ=-1.6544 Sgei maxime [mm]: UX=-0.0000 UY=-0.1953 UZ=0.5800 n punct X=0.50 X=0.55 X=0.60

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00-0.00

-10.00

-20.00

-30.00

Lungime (m)

MY (daNm)

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00-27.00

-26.00

-25.00

-24.00

-23.00

-22.00

Lungime (m)

FZ (daN)

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.0028.00

29.00

30.00

31.00

Lungime (m)

FX (daN)

Bara nr. 28 TCAR 40x3.2 Lungime=0.92 (m) Caz 1 DL1 FX (daN) FZ (daN) MY (daN*m) MAX pentru bara 28 30.15 -23.71 -0.47 n punct: 0.92 0.0 0.0 MIN pentru bara 28 28.82 -26.73 -23.65 n punct: 0.0 0.92 0.92 Verificare cod conform cu EC3 Seciune: TCAR 40x3.2 Tip bar: Bar simpl Material: S235 Re=2350.00 (daN/cm2)

Seciune OK

Simbol Valoare Unitate Descriere Raport: RAT 0.22 Grad de utilizare 1 DL1 Caz de ncrcare decisiv - SLU x = 1.00 L = 0.92 m Punct Altele

Lambda y 61.42 Zveltee bar Lambda z 61.42 Zveltee bar

CALCUL STRUCTURI DIN METAL ---------------------------------------------------------------------------------------------------------------------------------------- COD: EUROCODE 3 TIP ANALIZ: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------- FAMILIE: ELEMENT: Stalp perete fata PUNCT: 3 COORDONAT: x = 1.00 L = 2.20 m ---------------------------------------------------------------------------------------------------------------------------------------- NCRCRI: Caz ncrcare decisiv: 1 DL1 ---------------------------------------------------------------------------------------------------------------------------------------- MATERIAL: S235 ( S235 ) fy = 2350.00 daN/cm2 ----------------------------------------------------------------------------------------------------------------------------------------

PARAMETRI SECIUNE: TCAR 80x4 h=80.0 mm gM0=1.10 gM1=1.10 b=80.0 mm Ay=6.040 cm2 Az=6.040 cm2 Ax=12.080 cm2 tw=4.0 mm Iy=115.800 cm4 Iz=115.800 cm4 Ix=179.700 cm4 tf=4.0 mm Wply=34.688 cm3 Wplz=34.688 cm3 ---------------------------------------------------------------------------------------------------------------------------------------- FORE INTERNE I REZISTENE ULTIME: N.sd = 981.48 daN My.sd = 46.47 daN*m Mz.sd = -438.32 daN*m Vy.sd = 298.97 daN Nc.rd = 25807.27 daN Mply.rd = 741.06 daN*m Mplz.rd = 741.06 daN*m Vply.rd = 7449.92 daN Nb.rd = 21150.07 daN Mny.rd = 741.06 daN*m Mnz.rd = 741.06 daN*m Vz.sd = 66.32 daN Vplz.rd = 7449.92 daN Clas seciune = 1 ----------------------------------------------------------------------------------------------------------------------------------------


Dup axa Y: Dup axa Z: Ly = 2.20 m Lambda_y = 0.76 Lz = 2.20 m Lambda_z = 0.76 Lfy = 2.20 m Xy = 0.82 Lfz = 2.20 m Xz = 0.82 Lambda y = 71.06 ky = 0.98 Lambda z = 71.06 kz = 0.98 ---------------------------------------------------------------------------------------------------------------------------------------- FORMULE DE VERIFICARE: (My.sd/Mny.rd)^a+(Mz.sd/Mnz.rd)^b = 0.43 < 1.00 (5.35) a=1.66 b=1.66 Nsd/(Xmin*A*fy/gM1)+ky*My.sd/(Wply*fy/gM1)+kz*Mz.sd/(Wplz*fy/gM1) = 0.69 < 1.00 (5.51) Vy.sd/Vply.rd = 0.04 < 1.00 Vz.sd/Vplz.rd = 0.01 < 1.00 (5.20) ---------------------------------------------------------------------------------------------------------------------------------------- DEPLASRI LIMIT

Sgei Necalculat

Deplasri vx = 5.0552 mm < vx max = L/150.00 = 14.6667 mm Verificat Caz ncrcare decisiv: 1 DL1 vy = 0.0174 mm < vy max = L/150.00 = 14.6667 mm Verificat Caz ncrcare decisiv: 1 DL1 ---------------------------------------------------------------------------------------------------------------------------------------- Seciune OK !!! Proprieti: Bara nr. 50 (stalp perete fata) Noduri X Y Z [m] 51 2.50 0.0 0.0 52 2.50 0.0 2.20 Lungime=2.20 [m] Tip bar: Stlp

Seciune: TCAR 80x4 Material: S235 Atribute adiionale:

Unghi gama=0.0 Proprieti seciune: TCAR 80x4

HY=80.0, HZ=80.0 [mm] AX=12.080 [cm2] IX=179.700, IY=115.800, IZ=115.800 [cm4] Proprieti material: E=2100000.00 (daN/cm2) NI=0.30 G=808000.00 (daN/cm2) For densitate (uniti greutate)=7701.00 (daN/m3) Re=2350.00 (daN/cm2) LX=0.00 (1/C) ncrcri: Caz 1 DL1 1 Greutate proprie PZ Negativ Factor=1.00 Rezultate:Bara nr. 50 Caz 1 DL1 Deplasri [mm]: 51 UX=0.0 UY=0.0 UZ=0.0 52 UX=-0.0860 UY=-0.0174 UZ=-5.0552 Sgei maxime [mm]: UX=0.0002 UY=-3.2224 UZ=0.7647 n punct X=0.50 X=0.65 X=0.35

0.00 1.00 2.00 3.00100.00

-0.00

-100.00

Lungime (m)

MY (daNm)

0.00 1.00 2.00 3.0060.00

70.00

80.00

Lungime (m)

FZ (daN)

0.00 1.00 2.00 3.00980.00

990.00

000.00

010.00

Lungime (m)

FX (daN)

Bara nr. 50 TCAR 80x4 Lungime=2.20 (m) Caz 1 DL1 FX (daN) FZ (daN) MY (daN*m) MAX pentru bara 50 1001.95 66.32 46.47 n punct: 0.0 0.0 2.20 MIN pentru bara 50 981.48 66.32 -99.43 n punct: 2.20 0.0 0.0 Verificare cod conform cu EC3 Seciune: TCAR 80x4 Tip bar: Stlp Material: S235 Re=2350.00 (daN/cm2)

Seciune OK

Simbol Valoare Unitate Descriere Raport: RAT 0.69 Grad de utilizare 1 DL1 Caz de ncrcare decisiv - SLU x = 1.00 L = 2.20 m Punct Altele Lambda y 71.06 Zveltee bar Lambda z 71.06 Zveltee bar Deplasri (SISTEM GLOBAL): vx 5.0552 mm Sgeat bar pe axa X vx max 14.6667 mm Sgeat bar admis pe axa X 1 DL1 Caz de ncrcare decisiv - SLEN Verificat vy 0.0174 mm Sgeat bar pe axa Y vy max 14.6667 mm Sgeat bar admis pe axa X 1 DL1 Caz de ncrcare decisiv - SLEN Verificat

CALCUL STRUCTURI DIN METAL ---------------------------------------------------------------------------------------------------------------------------------------- COD: EUROCODE 3 TIP ANALIZ: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------- FAMILIE: ELEMENT: Stalp perete spate PUNCT: 3 COORDONAT: x = 1.00 L = 2.20 m ---------------------------------------------------------------------------------------------------------------------------------------- NCRCRI: Caz ncrcare decisiv: 1 DL1 ---------------------------------------------------------------------------------------------------------------------------------------- MATERIAL: S235 ( S235 ) fy = 2350.00 daN/cm2 ----------------------------------------------------------------------------------------------------------------------------------------

PARAMETRI SECIUNE: TCAR 80x4 h=80.0 mm gM0=1.10 gM1=1.10 b=80.0 mm Ay=6.040 cm2 Az=6.040 cm2 Ax=12.080 cm2 tw=4.0 mm Iy=115.800 cm4 Iz=115.800 cm4 Ix=179.700 cm4 tf=4.0 mm Wply=34.688 cm3 Wplz=34.688 cm3 ---------------------------------------------------------------------------------------------------------------------------------------- FORE INTERNE I REZISTENE ULTIME: N.sd = 745.98 daN My.sd = -296.44 daN*m Mz.sd = -0.04 daN*m Vy.sd = 0.03 daN Nc.rd = 25807.27 daN Mply.rd = 741.06 daN*m Mplz.rd = 741.06 daN*m Vply.rd = 7449.92 daN Nb.rd = 21150.07 daN Mny.rd = 741.06 daN*m Mnz.rd = 741.06 daN*m Vz.sd = -164.10 daN Vplz.rd = 7449.92 daN Clas seciune = 1 ----------------------------------------------------------------------------------------------------------------------------------------


Dup axa Y: Dup axa Z: Ly = 2.20 m Lambda_y = 0.76 Lz = 2.20 m Lambda_z = 0.76 Lfy = 2.20 m Xy = 0.82 Lfz = 2.20 m Xz = 0.82 Lambda y = 71.06 ky = 1.00 Lambda z = 71.06 kz = 0.99 ---------------------------------------------------------------------------------------------------------------------------------------- FORMULE DE VERIFICARE: (My.sd/Mny.rd)^a+(Mz.sd/Mnz.rd)^b = 0.22 < 1.00 (5.35) a=1.66 b=1.66 Nsd/(Xmin*A*fy/gM1)+ky*My.sd/(Wply*fy/gM1)+kz*Mz.sd/(Wplz*fy/gM1) = 0.43 < 1.00 (5.51) Vy.sd/Vply.rd = 0.00 < 1.00 Vz.sd/Vplz.rd = 0.02 < 1.00 (5.20) ---------------------------------------------------------------------------------------------------------------------------------------- DEPLASRI LIMIT

Sgei Necalculat

Deplasri vx = 5.5490 mm < vx max = L/150.00 = 14.6667 mm Verificat Caz ncrcare decisiv: 1 DL1 vy = 0.0000 mm < vy max = L/150.00 = 14.6667 mm Verificat Caz ncrcare decisiv: 1 DL1 ---------------------------------------------------------------------------------------------------------------------------------------- Seciune OK !!! Proprieti: Bara nr. 83 (stalp perete spate) Noduri X Y Z [m] 82 0.0 4.50 0.0 83 0.0 4.50 2.20 Lungime=2.20 [m] Tip bar: Stlp Seciune: TCAR 80x4 Material: S235 Atribute adiionale:


HY=80.0, HZ=80.0 [mm] AX=12.080 [cm2] IX=179.700, IY=115.800, IZ=115.800 [cm4] Proprieti material: E=2100000.00 (daN/cm2) NI=0.30 G=808000.00 (daN/cm2) For densitate (uniti greutate)=7701.00 (daN/m3) Re=2350.00 (daN/cm2) LX=0.00 (1/C) ncrcri: Caz 1 DL1 1 Greutate proprie PZ Negativ Factor=1.00 Rezultate:Bara nr. 83 Caz 1 DL1 Deplasri [mm]: 82 UX=0.0 UY=0.0 UZ=0.0 83 UX=-0.0656 UY=0.0000 UZ=-5.5490 Sgei maxime [mm]: UX=0.0002 UY=-0.0003 UZ=3.0562 n punct X=0.50 X=0.65 X=0.60

0.00 1.00 2.00 3.00100.00

-0.00

-100.00

-200.00

-300.00

Lungime (m)

MY (daNm)

0.00 1.00 2.00 3.00-164.10-164.09-164.08-164.07-164.06-164.05-164.04-164.03-164.02-164.01-164.00

Lungime (m)

FZ (daN)

0.00 1.00 2.00 3.00740.00

750.00

760.00

770.00

Lungime (m)

FX (daN)

Bara nr. 83 TCAR 80x4 Lungime=2.20 (m) Caz 1 DL1 FX (daN) FZ (daN) MY (daN*m) MAX pentru bara 83 766.44 -164.10 64.58 n punct: 0.0 0.0 0.0 MIN pentru bara 83 745.98 -164.10 -296.44 n punct: 2.20 0.0 2.20 Verificare cod conform cu EC3 Seciune: TCAR 80x4 Tip bar: Stlp Material: S235 Re=2350.00 (daN/cm2)

Seciune OK

Simbol Valoare Unitate Descriere Raport: RAT 0.43 Grad de utilizare 1 DL1 Caz de ncrcare decisiv - SLU x = 1.00 L = 2.20 m Punct Altele Lambda y 71.06 Zveltee bar Lambda z 71.06 Zveltee bar Deplasri (SISTEM GLOBAL): vx 5.5490 mm Sgeat bar pe axa X vx max 14.6667 mm Sgeat bar admis pe axa X 1 DL1 Caz de ncrcare decisiv - SLEN Verificat vy 0.0000 mm Sgeat bar pe axa Y vy max 14.6667 mm Sgeat bar admis pe axa X 1 DL1 Caz de ncrcare decisiv - SLEN Verificat

CALCUL STRUCTURI DIN METAL ---------------------------------------------------------------------------------------------------------------------------------------- COD: EUROCODE 3 TIP ANALIZ: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------- FAMILIE: ELEMENT: Crinda cadru cap PUNCT: 3 COORDONAT: x = 1.00 L = 2.50 m ---------------------------------------------------------------------------------------------------------------------------------------- NCRCRI: Caz ncrcare decisiv: 1 DL1 ---------------------------------------------------------------------------------------------------------------------------------------- MATERIAL: S235 ( S235 ) fy = 2350.00 daN/cm2 ----------------------------------------------------------------------------------------------------------------------------------------

PARAMETRI SECIUNE: TCAR 80x4 h=80.0 mm gM0=1.10 gM1=1.10 b=80.0 mm Ay=6.040 cm2 Az=6.040 cm2 Ax=12.080 cm2 tw=4.0 mm Iy=115.800 cm4 Iz=115.800 cm4 Ix=179.700 cm4 tf=4.0 mm Wply=34.688 cm3 Wplz=34.688 cm3 ---------------------------------------------------------------------------------------------------------------------------------------- FORE INTERNE I REZISTENE ULTIME: N.sd = -182.72 daN My.sd = -166.59 daN*m Mz.sd = 80.98 daN*m Vy.sd = -155.99 daN Nt.rd = 25807.27 daN Mply.rd = 741.06 daN*m Mplz.rd = 741.06 daN*m Vply.rd = 7449.92 daN Mny.rd = 741.06 daN*m Mnz.rd = 741.06 daN*m Vz.sd = -172.63 daN Vplz.rd = 7449.92 daN

Clas seciune = 1 ----------------------------------------------------------------------------------------------------------------------------------------


Dup axa Y: Dup axa Z: ---------------------------------------------------------------------------------------------------------------------------------------- FORMULE DE VERIFICARE: (My.sd/Mny.rd)^a+(Mz.sd/Mnz.rd)^b = 0.11 < 1.00 (5.35) a=1.66 b=1.66 Vy.sd/Vply.rd = 0.02 < 1.00 Vz.sd/Vplz.rd = 0.02 < 1.00 (5.20) ---------------------------------------------------------------------------------------------------------------------------------------- Seciune OK !!! Proprieti: Bara nr. 61 (grinda cadru cap) Noduri X Y Z [m] 50 0.0 0.0 2.20 52 2.50 0.0 2.20 Lungime=2.50 [m] Tip bar: Bar simpl Seciune: TCAR 80x4 Material: S235 Atribute adiionale:


HY=80.0, HZ=80.0 [mm] AX=12.080 [cm2] IX=179.700, IY=115.800, IZ=115.800 [cm4] Proprieti material: E=2100000.00 (daN/cm2) NI=0.30 G=808000.00 (daN/cm2) For densitate (uniti greutate)=7701.00 (daN/m3) Re=2350.00 (daN/cm2) LX=0.00 (1/C) ncrcri: Caz 1 DL1 1 Greutate proprie PZ Negativ Factor=1.00 Rezultate:Bara nr. 61 Caz 1 DL1 Deplasri [mm]: 50 UX=5.0293 UY=0.0109 UZ=-0.0053

52 UX=5.0552 UY=-0.0174 UZ=-0.0860 Sgei maxime [mm]: UX=0.0039 UY=-1.6997 UZ=0.4768 n punct X=0.50 X=0.50 X=0.82

0.00 1.00 2.00 3.00100.00

-0.00

-100.00

-200.00

Lungime (m)

MY (daNm)

0.00 1.00 2.00 3.00-200.00

-100.00

0.00

100.00

Lungime (m)

FZ (daN)

0.00 1.00 2.00 3.00-400.00

-300.00

-200.00

-100.00

0.00

Lungime (m)

FX (daN)

Bara nr. 61 TCAR 80x4 Lungime=2.50 (m) Caz 1 DL1 FX (daN) FZ (daN) MY (daN*m) MAX pentru bara 61 -182.72 -53.16 82.14 n punct: 1.30 0.0 0.0 MIN pentru bara 61 -343.03 -172.63 -166.59 n punct: 0.0 2.50 2.50 Verificare cod conform cu EC3 Seciune: TCAR 80x4 Tip bar: Bar simpl Material: S235 Re=2350.00 (daN/cm2)

Seciune OK

Simbol Valoare Unitate Descriere Raport: RAT 0.11 Grad de utilizare 1 DL1 Caz de ncrcare decisiv - SLU x = 1.00 L = 2.50 m Punct Altele Lambda y 80.75 Zveltee bar Lambda z 80.75 Zveltee bar

CALCUL STRUCTURI DIN METAL ---------------------------------------------------------------------------------------------------------------------------------------- COD: EUROCODE 3 TIP ANALIZ: Verificare element

---------------------------------------------------------------------------------------------------------------------------------------- FAMILIE: ELEMENT: Grinda cadru curent PUNCT: 1 COORDONAT: x = 0.00 L = 0.00 m ---------------------------------------------------------------------------------------------------------------------------------------- NCRCRI: Caz ncrcare decisiv: 1 DL1 ---------------------------------------------------------------------------------------------------------------------------------------- MATERIAL: S235 ( S235 ) fy = 2350.00 daN/cm2 ----------------------------------------------------------------------------------------------------------------------------------------

PARAMETRI SECIUNE: TCAR 80x4 h=80.0 mm gM0=1.10 gM1=1.10 b=80.0 mm Ay=6.040 cm2 Az=6.040 cm2 Ax=12.080 cm2 tw=4.0 mm Iy=115.800 cm4 Iz=115.800 cm4 Ix=179.700 cm4 tf=4.0 mm Wply=34.688 cm3 Wplz=34.688 cm3 ---------------------------------------------------------------------------------------------------------------------------------------- FORE INTERNE I REZISTENE ULTIME: N.sd = -242.61 daN My.sd = -146.18 daN*m Mz.sd = 31.07 daN*m Vy.sd = 65.91 daN Nt.rd = 25807.27 daN Mply.rd = 741.06 daN*m Mplz.rd = 741.06 daN*m Vply.rd = 7449.92 daN Mny.rd = 741.06 daN*m Mnz.rd = 741.06 daN*m Vz.sd = 160.15 daN Vplz.rd = 7449.92 daN Clas seciune = 1 ----------------------------------------------------------------------------------------------------------------------------------------


Dup axa Y: Dup axa Z: ---------------------------------------------------------------------------------------------------------------------------------------- FORMULE DE VERIFICARE: (My.sd/Mny.rd)^a+(Mz.sd/Mnz.rd)^b = 0.07 < 1.00 (5.35) a=1.66 b=1.66 Vy.sd/Vply.rd = 0.01 < 1.00 Vz.sd/Vplz.rd = 0.02 < 1.00 (5.20) ---------------------------------------------------------------------------------------------------------------------------------------- Seciune OK !!! Proprieti: Bara nr. 79 (grinda cadru curent) Noduri X Y Z [m] 68 0.0 2.25 2.20 78 2.50 2.25 2.20 Lungime=2.50 [m] Tip bar: Bar simpl Seciune: TCAR 80x4 Material: S235 Atribute adiionale:


HY=80.0, HZ=80.0 [mm] AX=12.080 [cm2] IX=179.700, IY=115.800, IZ=115.800 [cm4]

Proprieti material: E=2100000.00 (daN/cm2) NI=0.30 G=808000.00 (daN/cm2) For densitate (uniti greutate)=7701.00 (daN/m3) Re=2350.00 (daN/cm2) LX=0.00 (1/C) ncrcri: Caz 1 DL1 1 Greutate proprie PZ Negativ Factor=1.00 Rezultate:Bara nr. 79 Caz 1 DL1 Deplasri [mm]: 68 UX=5.3498 UY=0.0286 UZ=-0.0512 78 UX=5.3824 UY=-0.0168 UZ=-23.4436 Sgei maxime [mm]: UX=-0.0043 UY=-0.7015 UZ=-0.4010 n punct X=0.50 X=0.50 X=0.72

0.00 1.00 2.00 3.00100.00

-0.00

-100.00

-200.00

Lungime (m)

MY (daNm)

0.00 1.00 2.00 3.000.00

100.00

200.00

Lungime (m)

FZ (daN)

0.00 1.00 2.00 3.00-500.00

-400.00

-300.00

-200.00

-100.00

Lungime (m)

FX (daN)

Bara nr. 79 TCAR 80x4 Lungime=2.50 (m) Caz 1 DL1 FX (daN) FZ (daN) MY (daN*m) MAX pentru bara 79 -242.61 160.15 46.74 n punct: 0.0 0.0 1.25 MIN pentru bara 79 -418.34 14.10 -146.18 n punct: 1.30 2.50 0.0 Verificare cod conform cu EC3 Seciune: TCAR 80x4

Tip bar: Bar simpl Material: S235 Re=2350.00 (daN/cm2)

Seciune OK


CALCUL STRUCTURI DIN METAL ---------------------------------------------------------------------------------------------------------------------------------------- COD: EUROCODE 3 TIP ANALIZ: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------- FAMILIE: ELEMENT: Grinda longitudinala PUNCT: 1 COORDONAT: x = 0.50 L = 4.50 m ---------------------------------------------------------------------------------------------------------------------------------------- NCRCRI: Caz ncrcare decisiv: 1 DL1 ---------------------------------------------------------------------------------------------------------------------------------------- MATERIAL: S235 ( S235 ) fy = 2350.00 daN/cm2 ----------------------------------------------------------------------------------------------------------------------------------------

PARAMETRI SECIUNE: TREC 180x80x5 h=180.0 mm gM0=1.10 gM1=1.10 b=80.0 mm Ay=7.692 cm2 Az=17.308 cm2 Ax=25.000 cm2 tw=5.0 mm Iy=1020.000 cm4 Iz=281.300 cm4 Ix=700.900 cm4 tf=5.0 mm Wply=142.250 cm3 Wplz=79.750 cm3 ---------------------------------------------------------------------------------------------------------------------------------------- FORE INTERNE I REZISTENE ULTIME: N.sd = -237.95 daN My.sd = 966.65 daN*m Mz.sd = -17.73 daN*m Vy.sd = -17.41 daN Nt.rd = 53409.09 daN Mply.rd = 3038.98 daN*m Mplz.rd = 1703.75 daN*m Vply.rd = 9487.92 daN Mny.rd = 3038.98 daN*m Mnz.rd = 1703.75 daN*m Vz.sd = -76.48 daN Vplz.rd = 21347.83 daN Clas seciune = 1 ----------------------------------------------------------------------------------------------------------------------------------------


Dup axa Y: Dup axa Z: ---------------------------------------------------------------------------------------------------------------------------------------- FORMULE DE VERIFICARE: (My.sd/Mny.rd)^a+(Mz.sd/Mnz.rd)^b = 0.15 < 1.00 (5.35) a=1.66 b=1.66 Vy.sd/Vply.rd = 0.00 < 1.00 Vz.sd/Vplz.rd = 0.00 < 1.00 (5.20) ---------------------------------------------------------------------------------------------------------------------------------------- Seciune OK !!! Proprieti: Bara nr. 133 (grinda longitudinala)

Noduri X Y Z [m] 52 2.50 0.0 2.20 4 2.50 9.00 2.20 Lungime=9.00 [m] Tip bar: Bar simpl Seciune: TREC 180x80x5 Material: S235 Atribute adiionale:

Unghi gama=0.0 Proprieti seciune: TREC 180x80x5

HY=80.0, HZ=180.0 [mm] AX=25.000 [cm2] IX=700.900, IY=1020.000, IZ=281.300 [cm4] Proprieti material: E=2100000.00 (daN/cm2) NI=0.30 G=808000.00 (daN/cm2) For densitate (uniti greutate)=7701.00 (daN/m3) Re=2350.00 (daN/cm2) LX=0.00 (1/C) ncrcri: Caz 1 DL1 1 Greutate proprie PZ Negativ Factor=1.00 4 Uniform pe elemente PZ=-50.00(daN/m) Rezultate:Bara nr. 133 Caz 1 DL1 Deplasri [mm]: 52 UX=-0.0174 UY=-5.0552 UZ=-0.0860 4 UX=0.0042 UY=-5.0519 UZ=-0.0860 Sgei maxime [mm]: UX=0.0048 UY=-0.5258 UZ=-33.7580 n punct X=0.75 X=0.50 X=0.50

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00000.00

-0.00

000.00

Lungime (m)

MY (daNm)

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00000.00

0.00

000.00

Lungime (m)

FZ (daN)

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00-300.00

-200.00

-100.00

0.00

100.00

Lungime (m)

FX (daN)

Bara nr. 133 TREC 180x80x5 Lungime=9.00 (m) Caz 1 DL1 FX (daN) FZ (daN) MY (daN*m) MAX pentru bara 133 -13.44 642.62 966.55 n punct: 6.84 0.0 4.50 MIN pentru bara 133 -238.28 -642.55 -544.04 n punct: 2.34 9.00 0.0 Verificare cod conform cu EC3 Seciune: TREC 180x80x5 Tip bar: Bar simpl Material: S235 Re=2350.00 (daN/cm2)

Seciune OK


CALCUL STRUCTURI DIN METAL ---------------------------------------------------------------------------------------------------------------------------------------- COD: EUROCODE 3 TIP ANALIZ: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------- FAMILIE: ELEMENT: Contravantuire verticala PUNCT: 1 COORDONAT: x = 0.00 L = 0.00 m ---------------------------------------------------------------------------------------------------------------------------------------- NCRCRI: Caz ncrcare decisiv: 1 DL1 ---------------------------------------------------------------------------------------------------------------------------------------- MATERIAL: S235 ( S235 ) fy = 2350.00 daN/cm2 ----------------------------------------------------------------------------------------------------------------------------------------

PARAMETRI SECIUNE: TCAR 60x4 h=60.0 mm gM0=1.10 gM1=1.10 b=60.0 mm Ay=4.441 cm2 Az=4.441 cm2 Ax=8.883 cm2

tw=4.0 mm Iy=46.140 cm4 Iz=46.140 cm4 Ix=72.410 cm4 tf=4.0 mm Wply=18.848 cm3 Wplz=18.848 cm3 ---------------------------------------------------------------------------------------------------------------------------------------- FORE INTERNE I REZISTENE ULTIME: N.sd = 83.31 daN My.sd = -8.35 daN*m Mz.sd = -37.17 daN*m Vy.sd = -12.73 daN Nc.rd = 18977.32 daN Mply.rd = 402.66 daN*m Mplz.rd = 402.66 daN*m Vply.rd = 5478.28 daN Mny.rd = 402.66 daN*m Mnz.rd = 402.66 daN*m Vz.sd = 9.70 daN Vplz.rd = 5478.28 daN Clas seciune = 1 ----------------------------------------------------------------------------------------------------------------------------------------


Dup axa Y: Dup axa Z: ---------------------------------------------------------------------------------------------------------------------------------------- FORMULE DE VERIFICARE: (My.sd/Mny.rd)^a+(Mz.sd/Mnz.rd)^b = 0.02 < 1.00 (5.35) a=1.66 b=1.66 Vy.sd/Vply.rd = 0.00 < 1.00 Vz.sd/Vplz.rd = 0.00 < 1.00 (5.20) ---------------------------------------------------------------------------------------------------------------------------------------- DEPLASRI LIMIT

Sgei uy = 2.2664 mm < uy max = L/200.00 = 15.7341 mm Verificat Caz ncrcare decisiv: 1 DL1 uz = 0.0938 mm < uz max = L/200.00 = 15.7341 mm Verificat Caz ncrcare decisiv: 1 DL1

Deplasri Necalculat ---------------------------------------------------------------------------------------------------------------------------------------- Seciune OK !!! Proprieti: Bara nr. 114 (contravantuire verticala) Noduri X Y Z [m] 68 0.0 2.25 2.20 49 0.0 0.0 0.0 Lungime=3.15 [m] Tip bar: Grind Seciune: TCAR 60x4 Material: S235 Atribute adiionale:


HY=60.0, HZ=60.0 [mm] AX=8.883 [cm2] IX=72.410, IY=46.140, IZ=46.140 [cm4] Proprieti material: E=2100000.00 (daN/cm2) NI=0.30 G=808000.00 (daN/cm2)

For densitate (uniti greutate)=7701.00 (daN/m3) Re=2350.00 (daN/cm2) LX=0.00 (1/C) ncrcri: Caz 1 DL1 1 Greutate proprie PZ Negativ Factor=1.00 Rezultate:Bara nr. 114 Caz 1 DL1 Deplasri [mm]: 68 UX=0.0153 UY=5.3498 UZ=-0.0566 49 UX=-0.0000 UY=-0.0000 UZ=-0.0000 Sgei maxime [mm]: UX=-0.0003 UY=-2.2664 UZ=0.0938 n punct X=0.50 X=0.40 X=0.20

0.00 1.00 2.00 3.00 4.002.001.00

-0.00-1.00-2.00-3.00-4.00-5.00-6.00-7.00-8.00

Lungime (m)

MY (daNm)

0.00 1.00 2.00 3.00 4.00-10.00

0.00

10.00

Lungime (m)

FZ (daN)

0.00 1.00 2.00 3.00 4.0080.00

90.00

100.00

Lungime (m)

FX (daN)

Bara nr. 114 TCAR 60x4 Lungime=3.15 (m) Caz 1 DL1 FX (daN) FZ (daN) MY (daN*m) MAX pentru bara 114 98.36 9.70 1.26 n punct: 3.15 0.0 2.01 MIN pentru bara 114 83.31 -5.69 -8.35 n punct: 0.0 3.15 0.0 Verificare cod conform cu EC3 Seciune: TCAR 60x4 Tip bar: Grind Material: S235 Re=2350.00 (daN/cm2)

Seciune OK

Simbol Valoare Unitate Descriere Raport: RAT 0.02 Grad de utilizare 1 DL1 Caz de ncrcare decisiv - SLU x = 0.00 L = 0.00 m Punct Altele Lambda y 138.07 Zveltee bar Lambda z 138.07 Zveltee bar Sgei (SISTEM LOCAL): uy -2.2664 mm Sgeat bar pe axa Y uy max 15.7341 mm Sgeat bar admis pe axa Y 1 DL1 Caz de ncrcare decisiv - SLEN Verificat uz 0.0938 mm Sgeat bar pe axa Z uz max 15.7341 mm Sgeat admis bar pe axa Z 1 DL1 Caz de ncrcare decisiv - SLEN Verificat

CALCUL STRUCTURI DIN METAL ---------------------------------------------------------------------------------------------------------------------------------------- COD: EUROCODE 3 TIP ANALIZ: Verificare element ---------------------------------------------------------------------------------------------------------------------------------------- FAMILIE: ELEMENT: Pana PUNCT: 1 COORDONAT: x = 0.00 L = 0.00 m ---------------------------------------------------------------------------------------------------------------------------------------- NCRCRI: Caz ncrcare decisiv: 1 DL1 ---------------------------------------------------------------------------------------------------------------------------------------- MATERIAL: S235 ( S235 ) fy = 2350.00 daN/cm2 ----------------------------------------------------------------------------------------------------------------------------------------

PARAMETRI SECIUNE: TCAR 40x3.2 h=40.0 mm gM0=1.10 gM1=1.10 b=40.0 mm Ay=2.330 cm2 Az=2.330 cm2 Ax=4.661 cm2 tw=3.2 mm Iy=10.440 cm4 Iz=10.440 cm4 Ix=16.530 cm4 tf=3.2 mm Wply=6.517 cm3 Wplz=6.517 cm3 ---------------------------------------------------------------------------------------------------------------------------------------- FORE INTERNE I REZISTENE ULTIME: N.sd = 205.01 daN My.sd = -50.74 daN*m Mz.sd = 19.07 daN*m Vy.sd = 15.94 daN Nc.rd = 9957.59 daN Mply.rd = 139.22 daN*m Mplz.rd = 139.22 daN*m Vply.rd = 2874.51 daN Nb.rd = 3315.15 daN Mny.rd = 139.22 daN*m Mnz.rd = 139.22 daN*m Vz.sd = 127.04 daN Vplz.rd = 2874.51 daN Clas seciune = 1 ----------------------------------------------------------------------------------------------------------------------------------------


Dup axa Y: Dup axa Z: Ly = 2.25 m Lambda_y = 1.60 Lz = 2.25 m Lambda_z = 1.60 Lfy = 2.25 m Xy = 0.33 Lfz = 2.25 m Xz = 0.33 Lambda y = 150.34 ky = 1.11 Lambda z = 150.34 kz = 1.11 ---------------------------------------------------------------------------------------------------------------------------------------- FORMULE DE VERIFICARE: (My.sd/Mny.rd)^a+(Mz.sd/Mnz.rd)^b = 0.22 < 1.00 (5.35) a=1.66 b=1.66

Nsd/(Xmin*A*fy/gM1)+ky*My.sd/(Wply*fy/gM1)+kz*Mz.sd/(Wplz*fy/gM1) = 0.62 < 1.00 (5.51) Vy.sd/Vply.rd = 0.01 < 1.00 Vz.sd/Vplz.rd = 0.04 < 1.00 (5.20) ---------------------------------------------------------------------------------------------------------------------------------------- Seciune OK !!! Proprieti: Bara nr. 129 (pana) Noduri X Y Z [m] 64 1.88 0.0 2.57 117 1.87 2.25 2.57 Lungime=2.25 [m] Tip bar: Bar simpl Seciune: TCAR 40x3.2 Material: S235 Atribute adiionale:

Unghi gama=0.0 Proprieti seciune: TCAR 40x3.2

HY=40.0, HZ=40.0 [mm] AX=4.661 [cm2] IX=16.530, IY=10.440, IZ=10.440 [cm4] Proprieti material: E=2100000.00 (daN/cm2) NI=0.30 G=808000.00 (daN/cm2) For densitate (uniti greutate)=7701.00 (daN/m3) Re=2350.00 (daN/cm2) LX=0.00 (1/C) ncrcri: Caz 1 DL1 1 Greutate proprie PZ Negativ Factor=1.00 3 Uniform pe elemente PZ=-100.00(daN/m) Rezultate:Bara nr. 129 Caz 1 DL1 Deplasri [mm]: 64 UX=0.1204 UY=-5.0734 UZ=-0.2107 117 UX=0.0733 UY=-8.7985 UZ=-17.7538 Sgei maxime [mm]: UX=0.0000 UY=0.8925 UZ=-4.5693 n punct X=0.60 X=0.25 X=0.55

0.00 1.00 2.00 3.0030.0020.0010.00-0.00

-10.00-20.00-30.00-40.00-50.00-60.00

Lungime (m)

MY (daNm)

0.00 1.00 2.00 3.00-200.00

-100.00

0.00

100.00

200.00

Lungime (m)

FZ (daN)

0.00 1.00 2.00 3.00200.00

300.00

400.00

Lungime (m)

FX (daN)

Bara nr. 129 TCAR 40x3.2 Lungime=2.25 (m) Caz 1 DL1 FX (daN) FZ (daN) MY (daN*m) MAX pentru bara 129 205.01 127.04 27.16 n punct: 0.0 0.0 1.22 MIN pentru bara 129 205.01 -106.04 -50.74 n punct: 0.0 2.25 0.0 Verificare cod conform cu EC3 Seciune: TCAR 40x3.2 Tip bar: Bar simpl Material: S235 Re=2350.00 (daN/cm2)

Seciune OK


calcul copertina parcare l=9.0 m

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