Proiect Beton 3

UNIVERSITATEA TEHNICA GHASACHI

FACULTATEA DE CONSTRUCTII SI INSTALATII

CONSTRUCTII DIN BETON ARMAT-PROIECT-

GRUPA STUDENT

3406 APOSTOL VLAD- IONUT

1

TEMA PROIECTULUI

bull Regimul de icircnălţime P+3E

bull Amplasament Zona 1 Iaşi Zona 2 Cluj Napoca Zona 3 Bucureşti Zona 4 Focşani Zona 5 Timişoara Zona 6 Ploieşti

bull Structura de rezistenţă cadre din beton armat

planşeele peste parter şi etajele 1-2 monolite cu grinzi principale şi secundare

la nivelul acoperişului planşeu prefabricat din grinzi precomprimate

bull Pereţi despărţitori BCA

bull Sistemul de fundare grinzi sub stacirclpi

bull Destinaţia la parter şi etajele 1-2 clădire de birouri la etajul 3 sală de conferinţe

bull Icircnălţimea etajelor 4m

bull Dimensiuni icircn plan la parter şi etajele 1-2 avem 3 deschideri L si 3 traveei T

la etajul 3 o deschidere 3L si 3 traveei T

L=6+03Z =78m

T=4+005n =43(m)

unde n ndash numărul de ordine=6

Z ndash numărul zonei (numărul grupei din anul III) =6

2

TEMA PROIECTULUI

Schema dispunere elemente parter şi etajele 1-2

3

TEMA PROIECTULUI

Schema dispunere elemente acoperiş

4

1 PREDIMENSIONAREA STRUCTURII ŞI CALCULUL IcircNCĂRCĂRILOR

11 Icircncărcări permanente (P)

111 La nivelul terasei

bull Greutatea termohidroizolaţie gth=065 (kNm2)

bull Greutatea suprabetonare gsb=hsbmiddot g ba =175(kNm2)

γba = 25 kNm3

hsb=007 m

bull Greutatea grinzilor transversale de acoperiş ggta=bgtamiddothgtamiddot g ba

=55(kNm)

hgta=T8 m (modulat icircn plus la 005 m)=055 bgta= 04 m

5




bull Greutatea grinzilor de acoperiş

gga=Agamiddot g ba (kNm) =8949kNm

Aga ndash aria secţiunii grinzii acoperiş=0358m2

hga=3L20 m (modulat icircn plus la 005 m) =12m

bpa=T4+005 m (modulat icircn plus la 0001 m)=1125m

bull Greutatea aticului ga=bamiddothamiddotgba =7125(kNm)

ha = hga+07 =19(m) ba =015 m

6



112 La nivelul planşeului curent

bull Greutate pardoseală + şapă gps=11 (kNm2)

bull Greutate pereţi despărţitori gpd=1 (kNm2)

bull Greutatea planşeului gp=hpmiddotγba =3(kNm2)

hp=012 m (din condiţii de izolare fonică)

bull Greutatea grinzilor principale ggp=bgpmiddothgpmiddotγba =6(kNm)

hgp=L10 m (modulat icircn plus la 005 m)=08m bgp= 03 m

bull Greutatea grinzilor transversale ggt=bgtmiddothgtmiddotγba =3375(kNm)

hgt=T10 m (modulat icircn plus la 005 m)=045m bgt= 03 m

bull Greutatea grinzilor secundare ggs=bgsmiddothgsmiddotγba =15(kNm)

hgs=T15 m (modulat icircn plus la 005 m)=03 bgs= 02 m

bull Greutate tencuială gt=htmiddotγm =057(kNm2) ht =003 m γm = 19 kNm3

7


12 Icircncărcări variabile

121 Icircncărcarea din zăpadă (Z)

pz=μiCeCt s0k (kNm2)

μi =08 ndash coeficient de formă pentru acoperişuri plane

Ce = 1 ndash coeficient de expunere pentru expunere parţială

Ct = 1 ndash coeficient termic pentru acoperişuri cu termoizolaţii uzuale

s0k ndash valoarea caracteristică a icircncărcării din zăpada pe sol (CR 1-1-3ndash2005)

122 Icircncărcarea utilă (U)

pu=2 (kNm2) ndash pentru birouri

pu1=3 (kNm2) ndash pentru sală de conferinţe

13 Icircncărcări excepţionale

131 Icircncărcarea seismică (S)

Tc ndash perioada de colt (P1002006)

q=513512=5625 ndash factor de comportare

γI=1 ndash factor icircn funcţie de clasa de importanţă

β0=275 ndash factor de amplificare dinamică maxim

ag ndash acceleraţia terenului pentru proiectare (P1002006)

8


14 Predimensionarea stacirclpilor

9

10



ν=04 ndash forţa axială normalizată

fcd=fckγb= 2015 = 1333 Nmm2 (C2025)

Aafm=1677m2

Aafc=LT=3354m2

NsELD =max(Nsm

ELD NscELD) ndash Forţa axială icircn stacirclp la nivelul

icircncastrării icircn starea limită de serviciu de lungă durată (P+04U+04Z)

NsmELD= (gth+gsb+04pz)Aafma+gga15L4 +(ggta+ ga )T+

(gp+gps+gpd+gt+04 pu1)Aafm +

(gp+gps+gpd+gt+04pu)Aafm 2 + ggt T3 + ggp 05L3 +ggsT3 +0505Hetγba4 (kN)

NsmELD=11913103

NscELD=(gp+gps+gpd+gt+04 pu1)Aafc +(gp+gps+gpd+gt+04pu)Aafc 2

+ggtT3 +ggpL3 +ggs2T3 +0505Hetγba3 (kN)

NscELD=962065 kN

hs1=05 m

11

2 CALCULUL STATIC

21 Modelul de calcul

Eb=30000 Nmm2 (C2025)

Ebr=06Eb ndash pentru grinzi

Ebs=08Eb ndash pentru stacirclpi

12

2 CALCULUL STATIC


Secţiunea de calcul pentru stacirclpi

Secţiunea de calcul pentru grinzi

bp= hs (mm)

13

2 CALCULUL STATIC

22 Distribuţia icircncărcărilor gravitaţionale

14

2 CALCULUL STATIC

23 Ipoteze de icircncărcare

231 Ipoteza icircncărcări permanente (P)

Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2

t= (gth+gsb)3L2 +ggta+ ga+ 6gga3L3T (kNm)

t=138103 (kNm)

p= (gp+gps+gpd+gt)Aaf13T +ggt (kNm)

p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2

R1= (gp+gps+gpd+gt)Aaf2 +ggsT+ ggpL2 +

hs2 Hetγba(kN)

R1=127823 kN

R2= (gp+gps+gpd+gt)Aaf3 +ggsT2+ ggpL2 + hs2 Hetγba(kN)

R2=88111 kN

16

2 CALCULUL STATIC


232 Ipoteza icircncărcări din zăpadă (Z)

z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC


233 Ipoteza icircncărcări utile (U1)

u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC


235 Ipoteza icircncărcare seismică (S)

21

2 CALCULUL STATIC



Fb=gIagλβ(T1)mq (kN)

Fb=1477103

λ=08 - factor de corecţie ce ţine seamă de contribuţia modului fundamental

b (T1) - spectru normalizat de răspuns elastic

b (T1)= b0 dacă T1leTc

b (T1)= b0TC T1 dacă T1gtTc

T1=01nn (s)

nn=4 - numărul de niveluri

m ndash masa construcţiei

m=m1+m2+m3+m4

q=5625 ndash factor de comportare

22

23

2 CALCULUL STATIC



m4= [(gth+gsb+04pz)3L3T + gga123L + ga6T + ggta6T+hs

2Hetγba4] g (tone)

m4=393095 (tone)

m3 =[(gp+gps+gpd+gt+04pu1) 3L3T +ggp3L4+ ggt3T4+ggs3T6+hs

2Hetγba12]g (tone)

m3=32881 (tone)

m2 =[(gp+gps+gpd+gt+04pu) 3L3T +ggp3L4+ ggt3T4+ggs3T6+hs

2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC

24 Grupări de icircncărcări

bull SLU1 135P+15U1+105Z



bull SLU4 P+04U1+04Z+S

bull SLU5 P+04U1+04Z-S

bull SLS P+04U1+04Z+06S

25 Diagrame de eforturi

bull Diagrama de efort axial Nx (kN) (SLU1-SLU5 INFASURATOARE MIN MAX)

bull Diagrama de moment icircncovoietor My (kNm)

bull Deplasări pe direcţia x icircn grupările SLU4 şi SLS (mm)

26

3 PROIECTAREA GRINZILOR

31 Numerotarea nodurilor

32 Calculul momentelor icircncovoietoare de proiectare

27


MMAX - Moment icircncovoietor maxim de pe icircnfăşurătoare min ndash max=274618 kNm

MSLU4 - Moment icircncovoietor din gruparea din care MMAX rezultă

maxim=284397kNm

q - icircncărcarea gravitaţională din gruparea din care MMAX rezultă din SLU 4

q=1permanente+04u1

q=8518+042721=96 kNm

MEd=Mmax-R205hc+ q(05hc)22

28

34 Calculul armăturilor longitudinale din reazeme

hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30

35 Calculul armăturilor longitudinale din partea inferioară

31

kNm

37 Calculul forţei tăietoare de proiectare

γRb=12 factor de suprarezistenţă datorat efectului de consolidare a oţelului

q ndash icircncărcarea din ipoteza icircn care a fost dimensionată armătura longitudinală

32

38 Dimensionarea armăturii transversale

αcw=1 - coeficient care ţine seama de starea de efort icircn fibra comprimată

z=09d

v1=06 - coeficient de reducere a rezistenţei betonului fisurat la forţă tăietoare

max(ctgθ1 ctgθ2)ge1 (dacă nu este icircndeplinită condiţia trebuie modificate dimensiunile secţiunii)

ctgθle25 (dacă rezultă o valoare mai mare icircn continuare se ia in calcul ctgθ=25)

33

mm

310 Lungimi de ancorare

34

fbd ndash efortul unitar ultim de aderenţă

h1=07 ndash pentru condiţii de aderenţă mediocre

h1=1 ndash pentru condiţii de aderenţă bună

h2=1 ndash pentru Ф lt 32 mm

α15 =1

35

cm

36

4 PROIECTAREA STALPILOR

41 Calculul momentelor de proiectare

Stacirclpi marginali

γRd=13 factor de suprarezistenţă datorat efectului de consolidare a oţelului

Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39

42 Calculul armăturilor longitudinale

Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

TEMA PROIECTULUI

bull Regimul de icircnălţime P+3E

bull Amplasament Zona 1 Iaşi Zona 2 Cluj Napoca Zona 3 Bucureşti Zona 4 Focşani Zona 5 Timişoara Zona 6 Ploieşti

bull Structura de rezistenţă cadre din beton armat

planşeele peste parter şi etajele 1-2 monolite cu grinzi principale şi secundare

la nivelul acoperişului planşeu prefabricat din grinzi precomprimate

bull Pereţi despărţitori BCA

bull Sistemul de fundare grinzi sub stacirclpi

bull Destinaţia la parter şi etajele 1-2 clădire de birouri la etajul 3 sală de conferinţe

bull Icircnălţimea etajelor 4m

bull Dimensiuni icircn plan la parter şi etajele 1-2 avem 3 deschideri L si 3 traveei T

la etajul 3 o deschidere 3L si 3 traveei T

L=6+03Z =78m

T=4+005n =43(m)

unde n ndash numărul de ordine=6

Z ndash numărul zonei (numărul grupei din anul III) =6

2

TEMA PROIECTULUI


3

TEMA PROIECTULUI


4






γba = 25 kNm3

hsb=007 m


=55(kNm)


5










ha = hga+07 =19(m) ba =015 m

6















7



















8



9

10




fcd=fckγb= 2015 = 1333 Nmm2 (C2025)

Aafm=1677m2

Aafc=LT=3354m2

NsELD =max(Nsm






NsmELD=11913103



NscELD=962065 kN

hs1=05 m

11

2 CALCULUL STATIC


Eb=30000 Nmm2 (C2025)



12

2 CALCULUL STATIC




bp= hs (mm)

13

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

TEMA PROIECTULUI


3

TEMA PROIECTULUI


4






γba = 25 kNm3

hsb=007 m


=55(kNm)


5










ha = hga+07 =19(m) ba =015 m

6















7



















8



9

10




fcd=fckγb= 2015 = 1333 Nmm2 (C2025)

Aafm=1677m2

Aafc=LT=3354m2

NsELD =max(Nsm






NsmELD=11913103



NscELD=962065 kN

hs1=05 m

11

2 CALCULUL STATIC


Eb=30000 Nmm2 (C2025)



12

2 CALCULUL STATIC




bp= hs (mm)

13

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

TEMA PROIECTULUI


4






γba = 25 kNm3

hsb=007 m


=55(kNm)


5










ha = hga+07 =19(m) ba =015 m

6















7



















8



9

10




fcd=fckγb= 2015 = 1333 Nmm2 (C2025)

Aafm=1677m2

Aafc=LT=3354m2

NsELD =max(Nsm






NsmELD=11913103



NscELD=962065 kN

hs1=05 m

11

2 CALCULUL STATIC


Eb=30000 Nmm2 (C2025)



12

2 CALCULUL STATIC




bp= hs (mm)

13

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42






γba = 25 kNm3

hsb=007 m


=55(kNm)


5










ha = hga+07 =19(m) ba =015 m

6















7



















8



9

10




fcd=fckγb= 2015 = 1333 Nmm2 (C2025)

Aafm=1677m2

Aafc=LT=3354m2

NsELD =max(Nsm






NsmELD=11913103



NscELD=962065 kN

hs1=05 m

11

2 CALCULUL STATIC


Eb=30000 Nmm2 (C2025)



12

2 CALCULUL STATIC




bp= hs (mm)

13

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42










ha = hga+07 =19(m) ba =015 m

6















7



















8



9

10




fcd=fckγb= 2015 = 1333 Nmm2 (C2025)

Aafm=1677m2

Aafc=LT=3354m2

NsELD =max(Nsm






NsmELD=11913103



NscELD=962065 kN

hs1=05 m

11

2 CALCULUL STATIC


Eb=30000 Nmm2 (C2025)



12

2 CALCULUL STATIC




bp= hs (mm)

13

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42















7



















8



9

10




fcd=fckγb= 2015 = 1333 Nmm2 (C2025)

Aafm=1677m2

Aafc=LT=3354m2

NsELD =max(Nsm






NsmELD=11913103



NscELD=962065 kN

hs1=05 m

11

2 CALCULUL STATIC


Eb=30000 Nmm2 (C2025)



12

2 CALCULUL STATIC




bp= hs (mm)

13

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42



















8



9

10




fcd=fckγb= 2015 = 1333 Nmm2 (C2025)

Aafm=1677m2

Aafc=LT=3354m2

NsELD =max(Nsm






NsmELD=11913103



NscELD=962065 kN

hs1=05 m

11

2 CALCULUL STATIC


Eb=30000 Nmm2 (C2025)



12

2 CALCULUL STATIC




bp= hs (mm)

13

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42



9

10




fcd=fckγb= 2015 = 1333 Nmm2 (C2025)

Aafm=1677m2

Aafc=LT=3354m2

NsELD =max(Nsm






NsmELD=11913103



NscELD=962065 kN

hs1=05 m

11

2 CALCULUL STATIC


Eb=30000 Nmm2 (C2025)



12

2 CALCULUL STATIC




bp= hs (mm)

13

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

10




fcd=fckγb= 2015 = 1333 Nmm2 (C2025)

Aafm=1677m2

Aafc=LT=3354m2

NsELD =max(Nsm






NsmELD=11913103



NscELD=962065 kN

hs1=05 m

11

2 CALCULUL STATIC


Eb=30000 Nmm2 (C2025)



12

2 CALCULUL STATIC




bp= hs (mm)

13

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42




fcd=fckγb= 2015 = 1333 Nmm2 (C2025)

Aafm=1677m2

Aafc=LT=3354m2

NsELD =max(Nsm






NsmELD=11913103



NscELD=962065 kN

hs1=05 m

11

2 CALCULUL STATIC


Eb=30000 Nmm2 (C2025)



12

2 CALCULUL STATIC




bp= hs (mm)

13

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

2 CALCULUL STATIC


Eb=30000 Nmm2 (C2025)



12

2 CALCULUL STATIC




bp= hs (mm)

13

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

2 CALCULUL STATIC




bp= hs (mm)

13

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

2 CALCULUL STATIC


14

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

2 CALCULUL STATIC



Aaf1 =117 m2

Aaf2=1287 m2

Aaf3=6435 m2


t=138103 (kNm)


p=8518 kNm)

15

Aaf2T L3

L2

36

Aaf3Aaf2

2


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42


hs2 Hetγba(kN)

R1=127823 kN


R2=88111 kN

16

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

2 CALCULUL STATIC



z= pz3L2 (kNm)

z=1872 kNm

17

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

18

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

2 CALCULUL STATIC



u1= pu1Aaf13T (kNm)

u1=2721 kNm

19

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

u= puAaf13T (kNm)

u=1814 kNm

Ru1= pu1Aaf2 (kN)

Ru1=3861 kN

Ru= puAaf2 (kN)

Ru=2574 kN

20

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

2 CALCULUL STATIC



21

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

2 CALCULUL STATIC




Fb=1477103





T1=01nn (s)



m=m1+m2+m3+m4


22

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

23

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

2 CALCULUL STATIC




2Hetγba4] g (tone)

m4=393095 (tone)


2Hetγba12]g (tone)

m3=32881 (tone)


2Hetγba16]g (tone)

m2=326696(tone)

m1 =m2 (tone)

g=981 ms2

F1=136395 kN

F2=27279 kN

F3=411834 kN

F4=656467 kN

24

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

S4= F42 (kN)

S4=328233

S3= F34 (kN)

S3=102958

S2= F2 4 (kN)

S2=68198

S1= F1 4 (kN)

S1=34099

25

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

2 CALCULUL STATIC












26




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42




27




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42




maxim=284397kNm


q=1permanente+04u1

q=8518+042721=96 kNm


28


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42


hf= hp=120mm

beff= bp=500mm

bw = bgt=300mm

hw = hgt =450mm

d= hw-a=390mm

a=60 mm

fcd= 1333 (Nmm2) C2025

fctm=22 Nmm2

fyd=500115=43478 Nmm2

29

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

dL=25mm

30


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42


31

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

kNm




32



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42



z=09d




33

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

mm


34





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42





α15 =1

35

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

cm

36





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42





Seism stanga

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Med=362585 kNm

37

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

Seism dreapta

Mrb1=95137 kNm

MEdj=274618 kNm

Med=362585 kNm

Stacirclpi centrali

Seism stanga

38

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

Seism dreapta

MEdh=237111 kNm

Mslu=95137 kNm

Mrb1=26484 kNm

MEdj=274618 kNm

39


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42


Stalp marginal

ea=20mm

ec=20mm

Ned=190514 kN

Med=362585 kNm

a=40mm

hc=500mm

d=460mm

40

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

dL=25mm

Stalp central

Medk1=113033kNm

Medk2=1093176 kNm

a=002m

Ec=10162mm

41

dL=25

42

dL=25

42

Proiect Beton 3

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Transcript of Proiect Beton 3