calcul montant x (1)

8/16/2019 Calcul Montant X (1)

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Eforturi sectiune activa

Seism pozitiv

Story Pier Load Location P V2 V3 T

STORY4 P2 GSSXP Top -203.12 86.08 19.28 26.54STORY4 P2 GSSXP Bottom -345.19 177.26 30.86 -30.08

STORY3 P2 GSSXP Top -457.34 234.53 6.83 -15.1

STORY3 P2 GSSXP Bottom -614.26 390.02 39.39 -98.18

STORY2 P2 GSSXP Top -713.62 359.02 7.46 -34.53


STORY1 P2 GSSXP Top -979.4 442.35 -6.87 -40.69


Seism negativ


STORY4 P2 GSSXN Top -206.62 -173.57 3.47 91.51

STORY4 P2 GSSXN Bottom -333.29 -257.42 11.95 71.43

STORY3 P2 GSSXN Top -451.65 -303.55 -22.16 119.11


STORY2 P2 GSSXN Top -691.4 -409.43 -36.29 162.65


STORY1 P2 GSSXN Top -935.14 -461.71 -43.83 171.07




1



M2 M3

-12.49 83.0718.05 86.33

-5.26 -59.87

26.45 321.57

3.49 71.5

55.59 780.91

33.2 473.14

72.42 1514.08

M2 M3

-9.92 264.38

21.15 -77.56

4.74 253.76

10.56 -348.17

-5.31 91.63

-4.79 -763.27

-22.35 -272.18

-18.65 -1333.24



Eforturi inima

Seism pe directie perpendiculara pe inima


STORY4 P2 SY Top 24.26 38.89 18.78 -18.52STORY4 P2 SY Bottom -75.08 32.14 13.28 -10.06

STORY3 P2 SY Top -54.5 44.54 15.89 -14.51

STORY3 P2 SY Bottom -185.31 35.65 14.86 -14.05

STORY2 P2 SY Top -163.09 41.75 14.11 -12.21

STORY2 P2 SY Bottom -314.68 33.02 15.02 -15.49

STORY1 P2 SY Top -290.03 20.05 9.46 -4.94

STORY1 P2 SY Bottom -435.75 15.82 20.46 -26.04

Seism pozitiv


STORY4 P2 GSSYP Top -151.28 -4.46 32.6 23.97

STORY4 P2 GSSYP Bottom -344.71 -7.03 26.84 9.3

STORY3 P2 GSSYP Top -419.54 9.66 18.86 14.96

STORY3 P2 GSSYP Bottom -660.45 7.09 26.34 -8.48

STORY2 P2 GSSYP Top -721.76 15.67 15.96 23.39

STORY2 P2 GSSYP Bottom -1004 12.49 29.96 -12.61

STORY1 P2 GSSYP Top -1050.91 8.88 5.78 29.02

STORY1 P2 GSSYP Bottom -1350.9 8.51 34.4 -36.24

Seism negativ


STORY4 P2 GSSYN Top -199.8 -82.24 -4.96 61

STORY4 P2 GSSYN Bottom -194.56 -71.32 0.27 29.42

STORY3 P2 GSSYN Top -310.55 -79.43 -12.93 43.97

STORY3 P2 GSSYN Bottom -289.83 -64.21 -3.38 19.62STORY2 P2 GSSYN Top -395.58 -67.83 -12.27 47.82

STORY2 P2 GSSYN Bottom -374.64 -53.54 -0.09 18.36

STORY1 P2 GSSYN Top -470.86 -31.22 -13.14 38.89

STORY1 P2 GSSYN Bottom -479.4 -23.13 -6.52 15.84



2



M2 M3

-13.47 17.579.6 5.77

-10.89 20.11

10.3 -16.18

-9.71 -6.56

9.88 -75.83

-6.83 -70.88

14 -198.4

M2 M3

-33.68 165

24.48 5.02

-18.7 103.04

22.12 -36.16

-18.39 63.52

23.89 -81.13

-11.83 14.72

21.36 -138.72

M2 M3

-6.75 129.87

5.27 -6.52

3.09 62.83

1.52 -3.81.04 76.65

4.13 70.52

1.82 156.48

-6.65 258.08



Seism pe directie paralela cu inima

Seism pozitiv


STORY4 P2 GSSXP Top -176.04 85.6 14.01 44.32STORY4 P2 GSSXP Bottom -266.18 175.53 13.87 20.63

STORY3 P2 GSSXP Top -363.96 231.66 3.62 30.22

STORY3 P2 GSSXP Bottom -487.58 385.08 11.92 6.28

STORY2 P2 GSSXP Top -577.88 355.06 3.29 34.93

STORY2 P2 GSSXP Bottom -739.1 544.85 15.22 3.66

STORY1 P2 GSSXP Top -818.5 436.76 -1.8 31.92


Seism negativ


STORY4 P2 GSSXN Top -175.04 -172.31 13.64 40.65


STORY3 P2 GSSXN Top -366.14 -301.44 2.31 28.71


STORY2 P2 GSSXN Top -539.46 -407.22 0.4 36.27


STORY1 P2 GSSXN Top -703.28 -459.1 -5.57 35.99

STORY1 P2 GSSXN Bottom -832.13 -612.45 14.72 -10.71



3



M2 M3

-20.86 53.9115.5 95.21

-8.52 -66.68

12.51 311.34

-9.68 42.35

14.64 712.21

-5.93 387.25

7.28 1371.46

M2 M3

-19.57 240.96

14.26 -96.7

-7.09 232.55

11.14 -351.3

-7.67 97.81

13.38 -722.82

-4.08 -216.05

7.43 -1252.1



Caracteristici sectiune montant

lw' 482.5 cm

lw1 122.5 cm

lw2 0.0 cm

t1 25.0 cm

t2 0.0 cm

lw 630.0 cm!1 150.0 cm

!2 0.0 cm

tw 25.0 cm

" 18875 cm2

#G -103.6 cm

YG1 285.2 cm

YG2 344.8 cm

$ p%&t& 300.0 cm

$ t%( 300.0 cm

N)*+ 4

Caracteristici material

, 2.3 Nmm2

/ 1.2

c)o%t& l*m*t%t% /1.35

c)o%t& )o&m%l% /1.2

c)o%t& complt% /1.0

t1 "t1 "w 0.2380952381

t2 "t2 "w 0

t1 t1 lw 0.0396825397

t2 t2 lw 0

#1 0.8153235653

1.5324189437I1



4



Capacitatea de rezistenta la compresiune axiala P!TE! STORY1

N +% l% p ct*)% %ct*+%

" 18875 cm2

,m 2.99 Nmm2

/ 1.2, 2.49 Nmm2

:*1-2;*t

* *o < =* < % > 0.05;t

*o 0 p&t *)t&*o&

%m%?t30@ =t300

t 25 cm

=t 300 cm

% 1 cm

=* A2N A2 * N +o& l% p *)*m% *&ct* p&p)*cl%&%

A2 *) SY@ N %l m*)*m *)t& GSSYPGSSYN p)t& c% &

?c)t&*c*t%t% *m m%* m%& * *mpl*c*t :*m * NR m%* m*c

Seism pozitiv "S#P$ Seism negativ "S#%$

N 1174.88 DN GSSXP N 1109.63 DN GSSX

&'S

A2 14 DNm

N 479.4 DN

=* 2.92 cm

* 3.92 cm

:* 0.686375

S(S

A2 6.83 DNm

N 470.86 DN

=* 1.45 cm

* 2.45 cm

:* 0.803957

M)&L'C *%&%m% T"BS M)&L'C *%&%m% T"BS

A2m*( 3.58 DNm SY A2m*( 3.58 DNm SY

Nm*( 1201 DN GSSYP Nm*( 475 DN GSSYN

=m 0.30 cm =m 0.75 cm

m23;*o<=mE% m23;*o<=mE%

m 1.30 cm m 1.75 cm

:m,mt *)t&pol%& t%!l 6.2 :m,mt *)t&pol%& t%!l 6.

mt 0.051923 mt 0.070147

0.05 0.8 0.05 0.8

*+*,-.2 *+/.0-, *+*/*-, *+/,./-

0.1 0.7 0.1 0.7

:m 0.796153 :m 0.759705

:*mm*) 0.686375

NR:*m;";, > N



NRP"RTR 3228.03 > Nm%? 1174.88 DN S +&*Fc%

5



Capacitatea de rezistenta la compresiune axiala ET& -

N +% l% p ct*)% %ct*+%

" 18875 cm2

,m 2.99 Nmm2

/ 1.2, 2.49 Nmm2

:*1-2;*t

* *o < =* < % > 0.05;t

*o 0 p&t *)t&*o&

%m%?t30@ =t300

t 25 cm

=t 300 cm

% 1 cm

=* A2N A2 * N +o& l% p *)*m% *&ct* p&p)*cl

Clt% A2 *) SY@ N %l m*)*m *)t& GSSYPGSSYN

?c)t&*c*t%t% *m m%* m%& * *mpl*c*t :*m * NR

Seism pozitiv "S#P$ Seism negativ "S#

N 893.54 DN GSSXP N 839.9

&'S

A2 9.88 DNm

N 374.64 DN

=* 2.64 cm

* 3.64 cm

:* 0.709024

S(S

A2 9.71 DNm

N 395.58 DN

=* 2.45 cm

* 3.45 cm

:* 0.72363

M)&L'C *%&%m% T"BS M)&L'C *%&%m%

A2m*( 0.0837 DNm SY A2m*( 0.0837

Nm*( 863 DN GSSYP Nm*( 385

=m 0.01 cm =m 0.02

m23;*o<=mE% m23;*o<=mE

m 1.01 cm m 1.02

:m,mt *)t&pol%& t%!l 6.2 :m,mt *)t&pol

mt 0.040388 mt 0.04087

0.040388 0.8192 0.04087 0.8183

0.05 0.8 0.05 0.8

0.1 0.7 0.1 0.7

:m 0.8192 :m 0.8183

:*mm*) 0.709024

NR:*m;";, > N



NRT"1 3334.56 > Nm%? 893.54 DN

6



STORY2 Capacitatea de rezistenta la compresiune axiala

N +% l% p ct*)% %ct*+%

" 18875 cm2

,m 2.99 Nmm2

/ 1.2, 2.49 Nmm2

:*1-2;*t

* *o < =* < % > 0.05;t

*o 0 p&t *)t&*o&

%m%?t30@ =t300

t 25 cm

=t 300 cm

% 1 cm

&% =* A2N A2 * N +o& l% p *)*m% *&ct* p

p)t& c% &Clt% A2 *) SY@ N %l m*)*m *)t& GSS

m%* m*c ?c)t&*c*t%t% *m m%* m%& * *mpl*c*t :

$ Seism pozitiv "S#P$ Seism ne

DN GSSXN N 614.26 DN GSSXP N

&'S

A2 10.3 DNm

N 289.83 DN

=* 3.55 cm

* 4.55 cm

:* 0.635695

S(S

A2 10.89 DNm

N 310.55 DN

=* 3.51 cm

* 4.51 cm

:* 0.639465

T"BS M)&L'C *%&%m% T"BS M)&L'C

DNm SY A2m*( 0.2965 DNm SY A2m*(

DN GSSYN Nm*( 540 DN GSSYP Nm*(

cm =m 0.05 cm =m

m23;*o<=mE% m23;*

cm m 1.05 cm m

& t%!l 6.2 :m,mt *)t&pol%& t%!l 6.2 :m,m

mt 0.042196 mt

0.042196 0.8156 0.043953

0.05 0.8 0.05

0.1 0.7 0.1

:m 0.8156 :m

:*mm*) 0.635695

NR:*m;";, > N



S +&*Fc% NRT"2 2989.69 > Nm%? 614.26

7



ET& 2 STORY3 Capacitatea de rezistenta la compresiune axiala

N +% l% p ct*)% %ct*+%

" 18875 cm2

,m 2.99 Nmm2

/ 1.2, 2.49 Nmm2

:*1-2;*t

* *o < =* < % > 0.05;t

*o 0 p&t *)t&*o&

%m%?t30@ =t300

t 25 cm

=t 300 cm

% 1 cm

&p)*cl%&% =* A2N A2 * N +o& l% p *)*m%

YPGSSYN p)t& c% &Clt% A2 *) SY@ N %l m*)*m

*m * NR m%* m*c ?c)t&*c*t%t% *m m%* m%&

ativ "S#%$ Seism pozitiv "S#P$

584.78 DN GSSXN N 345.19 DN GSSXP

&'S

A2 9.6 DNm

N 194.56 DN

=* 4.93 cm

* 5.93 cm

:* 0.525263

S(S

A2 13.47 DNm

N 151.28 DN

=* 8.90 cm

* 9.90 cm

:* 0.207678

*%&%m% T"BS M)&L'C *%&%m% T"BS

0.2965 DNm SY A2m*( 1.9313 DNm SY

300 DN GSSYN Nm*( 248 DN GSSYP

0.10 cm =m 0.78 cm

o<=mE% m23;*o<=mE%

1.10 cm m 1.78 cm

*)t&pol%& t%!l 6.2 :m,mt *)t&pol%& t%!l 6.2

0.043953 mt 0.07115

0.8121 0.05 0.8

0.8 *+*/--, *+/,//

0.7 0.1 0.7

0.8121 :m 0.7577

:*mm*) 0.2077

NR:*m;";, > N



DN S +&*Fc% NRT"3 976.72 > Nm%?

8



ET& 3 STORY4

*&ct* p&p)*cl%&%

*)t& GSSYPGSSYN p)t& c% &Clt%

* *mpl*c*t :*m * NR m%* m*c

Seism negativ "S#%$

N 333.29 DN GSSXN

M)&L'C *%&%m% T"BS

A2m*( 1.9313 DNm SY

Nm*( 197 DN GSSYN

=m 0.98 cm

m23;*o<=mE%

m 1.98 cm

:m,mt *)t&pol%& t%!l 6.2

mt 0.079214

0.05 0.8

*+*/.2- *+/1-,/

0.1 0.7

:m 0.7416



345.19 DN S +&*Fc%



Capacitatea de rezistenta la compresiune excentrica P"RTR

AR1HN" N;#Cc > A

N A A3 +o& l% p ct*)% %ct*+% *) GSSXPGSSXN

Seism pozitiv "S#P$ Seism negativ "S#%

N 1174.88 DN GSSXP N 1109.63

A 1514.08 DNm GSSXP A 1333.24

"Cc* N0.85;,

, 2.49 Nmm2

"Cc* 5547.34 cm2 "Cc* 5239.25

lw1 122.5 cm !1 150.0 cm t1 25.0 cm tw

lw2 0.0 cm !2 0.0 cm t2 0.0 cm "

lw' 482.5 cm lw

tw;X<t2;!2<lw2;tw"Cc* tw;X<t1;!1<lw1;tw

X c%t t&c Co)% comp&*m%t% *)colo t%lp%

X 221.89 cm X -62.93

Xt c%t &%m%) Co)% comp&*m%t% *) t%lp% m%&%t l% ?t&m*t%t% t%lp** c

X* l)*m% Co)* comp&*m%t *) *)*m% %t)c* c%) ) *)t&% *) t%lp% c%) X

Xt N" X* N" Xt 14.5 cm

Co)% comp&*m%t% * *) t%lp% Co)% comp&*m%t% ) *

lc l)*m% Co)* comp&*m%t

lc 221.89 cm lc 137.01

YGCc *t%)t% l% ?t&m*t%t% Co)* comp&*m%t l% /G %l Co)* comp&*m%t

Caz S#P

%c% X > 0

YCclw2;tw;lw22<t2;!2;lw2<t22<X;tw;lw2<t2<X2"Cc*

%c% X I 0 * Xt > 0

YCclw2;tw;lw22<Xt;!2;lw2<Xt2"Cc*

%c% X I 0 * Xt I 0

YCcX*;tw;X*2"Cc*

Caz S#%

%c% X > 0

YCclw1;tw;lw12<t1;!1;lw1<t12<X;tw;lw1<t1<X2"Cc*

%c% X I 0 * Xt > 0


%c% X I 0 * Xt I 0

YCcX*;tw;X*2"Cc*

Seism pozitiv "S#P$ Seism negativ "S#%

YGCc 110.95 cm YGCc 89.71

#Cc *t%)t% l% /G %l ct*)** l% /G %l Co)* comp&*m%t@

&c t *t%)J% l% c)t&l &t%t %l cJ*)** o&*Co)t%l % p&tl* pK

l*m*t% Km!&l* c)t&%l %M%tL %c%* p%&t c F!&% comp&*m%tL.

&c" 122.66 cm &c"

2315203 cm3

#Cc YG2-YGCc I 1.2;&c #Cc YG1-YGCc

#Cc 147.19 cm #Cc 177.95

AR1HN" 1729.33 DNm AR1HN"

l*m*t%C

I1YG2 I1YG1



AR1HN" > A 1514.08 DNm AR1HN" > A

+&*Fc% 9 +&*Fc%



STORY1 Capacitatea de rezistenta la compresiune excentr

AR1HN" N;#Cc > A

N A A3 +o& l% p ct*)% %ct*+% *) GS

Seism pozitiv "S#P$

DN GSSXN N 893.54 DN GSSXP

DNm GSSXN A 780.91 DNm GSSXP

"Cc* N0.85;,

, 2.49 Nmm2

cm2 "Cc* 4218.96 cm2

25.0 cm lw1 122.5 cm !1 150.0 cm t1

18875 cm2 lw2 0.0 cm !2 0.0 cm t2

630.0 cm lw' 482.5 cm

Cc* tw;X<t2;!2<lw2;tw"Cc*

X c%t t&c Co)% comp&*m%t% *)colo t%lp%

cm X 168.76 cm

) XI0 Xt c%t &%m%) Co)% comp&*m%t% *) t%lp% m%&%t l%

tI0 tw;X*"Cc* X* l)*m% Co)* comp&*m%t *) *)*m% %t)c* c%) )

X* N" Xt N" X* N"

*) t%lp% Co)% comp&*m%t% * *) t%lp%


cm lc 168.76 cm

YGCc *t%)t% l% ?t&m*t%t% Co)* comp&*m%t l%

Caz S#P

%c% X > 0

YCclw2;tw;lw22<t2;!2;lw2<t22<X;tw;lw2<t2<

%c% X I 0 * Xt > 0


%c% X I 0 * Xt I 0

YCcX*;tw;X*2"Cc*

Caz S#%

%c% X > 0

YCclw1;tw;lw12<t1;!1;lw1<t12<X;tw;lw1<t1<

%c% X I 0 * Xt > 0


%c% X I 0 * Xt I 0

YCcX*;tw;X*2"Cc*

Seism pozitiv "S#P$

cm YGCc 84.38 cm

#Cc *t%)t% l% /G %l ct*)** l% /G %l Co)* comp&

L l% &c t *t%)J% l% c)t&l &t%t %l cJ*)** o&

l*m*t% Km!&l* c)t&%l %M%tL %c%* p%&t c F!&

148.29 cm &c" 122.66 cm

2799048 cm3 2315203 cm3

I 1.2;&c #Cc YG2-YGCc I 1.2;&c

cm #Cc 147.19 cm

1974.62 DNm AR1HN" 1315.22 DNm

l% -+2rsc "pt+ SLS$

I1YG2



1333.24 DNm AR1HN" > A 780.91 DNm

+&*Fc% 10



ca T" 1 STORY2 Capacitatea de rezistenta la c

AR1HN" N;#Cc > A

XPGSSXN N A A3 +o& l% p

Seism negativ "S#%$ Seism pozitiv "S#P$

N 839.9 DN GSSXN N 614.26 DN GSSXP

A 763.27 DNm GSSXN A 321.57 DNm GSSX

"Cc* N0.85;,

, 2.49 Nmm2

"Cc* 3965.69 cm2 "Cc* 2900.30 cm2

25.0 cm tw 25.0 cm lw1 122.5 cm !1

0.0 cm " 18875 cm2 lw2 0.0 cm !2

lw 630.0 cm lw' 482.5 cm

tw;X<t1;!1<lw1;tw"Cc* tw;X<t2;!2<lw2;tw"Cc*

X c%t t&c Co)% comp&*m%t% *)

X -113.87 cm X 116.01 cm

?t&m*t%t% t%lp** c%) XI0 Xt c%t &%m%) Co)% comp&*m%t%

*)t&% *) t%lp% c%) XtI0 tw;X*"Cc* X* l)*m% Co)* comp&*m%t *

Xt 6.0 cm X* N" Xt N" X*

Co)% comp&*m%t% ) * *) t%lp% Co)% comp&*m%t% * *) t%lp%


lc 128.52 cm lc 116.01 cm

G %l Co)* comp&*m%t YGCc *t%)t% l% ?t&m*t%t%

Caz S#P

%c% X > 0

X2"Cc* YCclw2;tw;lw22<t2;!2;lw2<

%c% X I 0 * Xt > 0

YCclw2;tw;lw22<Xt;!2;lw2<

%c% X I 0 * Xt I 0

YCcX*;tw;X*2"Cc*

Caz S#%

%c% X > 0

X2"Cc* YCclw1;tw;lw12<t1;!1;lw1<

%c% X I 0 * Xt > 0

YCclw1;tw;lw12<Xt;!1;lw1<

%c% X I 0 * Xt I 0

YCcX*;tw;X*2"Cc*

Seism negativ "S#%$ Seism pozitiv "S#P$

YGCc 75.89 cm YGCc 58.01 cm

*m%t@ #Cc *t%)t% l% /G %l ct*)*

*Co)t%l % p&tl* pK)L l% &c t *t%)J% l% c)t&l

comp&*m%tL. l*m*t% Km!&l* c)t&%l %M%tL

&c" 148.29 cm &c" 122.66

2799048 cm3 2315203

#Cc YG1-YGCc I 1.2;&c #Cc YG2-YGCc I 1.2;&c

#Cc 177.95 cm #Cc 147.19 cm

AR1HN" 1494.63 DNm AR1HN" 904.14

l*m*t%C% l% -+2rsc "pt+ SLS$

I1YG1 I1YG2



AR1HN" > A 763.27 DNm AR1HN" > A 321.57

+&*Fc% +&*Fc%



mpresiune excentrica T" 2 STORY3 Capacitatea de rezi

AR1HN" N;#Cc

t*)% %ct*+% *) GSSXPGSSXN N A A3 +o&

Seism negativ "S#%$ Seism pozitiv "S#P

N 584.78 DN GSSXN N 345.19

P A 348.17 DNm GSSXN A 86.33

"Cc* N0.85;,

, 2.49

"Cc* 2761.11 cm2 "Cc* 1629.86

150.0 cm t1 25.0 cm tw 25.0 cm lw1 122.5 cm

0.0 cm t2 0.0 cm " 18875 cm2 lw2 0.0 cm

lw 630.0 cm lw' 482.5 cm

tw;X<t1;!1<lw1;tw"Cc* tw;X<t2;!2<lw2;tw

olo t%lp% X c%t t&c Co)% co

X -162.06 cm X 65.19

*) t%lp% m%&%t l% ?t&m*t%t% t%lp** c%) XI0 Xt c%t &%m%) Co)%

) *)*m% %t)c* c%) ) *)t&% *) t%lp% c%) XtI0 tw;X*"Cc* X* l)*m% Co)* c

N" Xt -2.0 cm X* 110.4 cm Xt N"

Co)% comp&*m%t% ) * *) t%lp% Co)% comp&*m%t% *

lc l)*m% Co)* c

lc 110.44 cm lc 65.19

Co)* comp&*m%t l% /G %l Co)* comp&*m%t YGCc *t%)t% l%

Caz S#P

%c% X > 0

t22<X;tw;lw2<t2<X2"Cc* YCclw2;tw;lw22

%c% X I 0 * Xt > 0

Xt2"Cc* YCclw2;tw;lw22

%c% X I 0 * Xt I 0

YCcX*;tw;X*2"C

Caz S#%

%c% X > 0

t12<X;tw;lw1<t1<X2"Cc* YCclw1;tw;lw12

%c% X I 0 * Xt > 0

Xt2"Cc* YCclw1;tw;lw12

%c% X I 0 * Xt I 0

YCcX*;tw;X*2"C

Seism negativ "S#%$ Seism pozitiv "S#P

YGCc 55.22 cm YGCc 32.60

* l% /G %l Co)* comp&*m%t@ #Cc *t%)t% l%

&t%t %l cJ*)** o&*Co)t%l % p&tl* pK)L l% &c t *t%)J% l

%c%* p%&t c F!&% comp&*m%tL. l*m*t% Km!&l* c)

cm &c" 148.29 cm &c"

cm3 2799048 cm3

#Cc YG1-YGCc I 1.2;&c #Cc YG2-YGCc

#Cc 177.95 cm #Cc 147.19

DNm AR1HN" 1040.63 DNm AR1HN"


I1YG1 I1YG2



DNm AR1HN" > A 348.17 DNm AR1HN" > A

11 +&*Fc% +&*Fc%



stenta la compresiune excentrica T" 3 STORY4

> A

l% p ct*)% %ct*+% *) GSSXPGSSXN

Seism negativ "S#%$

DN GSSXP N 333.29 DN GSSXN

DNm GSSXP A 77.56 DNm GSSXN

Nmm2

cm2 "Cc* 1573.67 cm2

!1 150.0 cm t1 25.0 cm tw 25.0 cm

!2 0.0 cm t2 0.0 cm " 18875 cm2

lw630.0 cm

"Cc* tw;X<t1;!1<lw1;tw"Cc*

p&*m%t% *)colo t%lp%

cm X -209.55 cm

comp&*m%t% *) t%lp% m%&%t l% ?t&m*t%t% t%lp** c%) XI0

mp&*m%t *) *)*m% %t)c* c%) ) *)t&% *) t%lp% c%) XtI0 tw;X*"Cc*

X* N" Xt -9.9 cm X* 62.9 cm

*) t%lp% Co)% comp&*m%t% ) * *) t%lp%

omp&*m%t

cm lc 62.95 cm

?t&m*t%t% Co)* comp&*m%t l% /G %l Co)* comp&*m%t

t2;!2;lw2<t22<X;tw;lw2<t2<X2"Cc*

Xt;!2;lw2<Xt2"Cc*

*

t1;!1;lw1<t12<X;tw;lw1<t1<X2"Cc*

Xt;!1;lw1<Xt2"Cc*

*

Seism negativ "S#%$

cm YGCc 31.47 cm

G %l ct*)** l% /G %l Co)* comp&*m%t@

c)t&l &t%t %l cJ*)** o&*Co)t%l % p&tl* pK)L l%

t&%l %M%tL %c%* p%&t c F!&% comp&*m%tL.

122.66 cm &c" 148.29 cm

2315203 cm3 2799048 cm3

I 1.2;&c #Cc YG1-YGCc I 1.2;&c

cm #Cc 177.95 cm

508.09 DNm AR1HN" 593.10 DNm


I1YG1



86.33 DNm AR1HN" > A 77.56 DNm

12 +&*Fc%



Capacitatea de rezistenta la forta taietoare

,m 1.3;, 2.99 Nmm2 &C*t)t% m* l% comp&*)

,+o 0.045 Nmm2 &C*t)t% c%&%ct&*t*c% *)*t*%l% l% ,o&,c%&

l)c%& *) &otl %C%&

Nlw;tw ,o&tl )*t%& m* comp&*) co&p)CLto& N .

,+,+o<0.7; &C*t)t% c%&%ct&*t*c% l% ,o&,c%& l)c%& *) &otl %,+m1.33;,+ &C*t)t% m* l% &p& l% ,o&,c%& *) &ot o&*Co)t%l

,t0.04;,m 0.120 Nmm2 &C*t)t% c%&%ct&*t*c% l% ,o&,c%& c%

ct*) *)cl*)%t%

,,m/ 2.49 Nmm2 &C*t)Q% p&ot*ct%& l% comp&*)

p)t& p&Q** ol*c*t%Q* l% )co+o*& c ,o&

m 2.5 2+, p% %)l 1950 coFc*)t p%&t*%l

2+/, %)** 1900-1950

3 %)t&*o& %)l* 1900

,+o,+om;/ 0.015 Nmm2 &C*t)t% *)*t*%l% p&o*ct%& l% ,o&,c%&

,+,+mm;/ &C*t)Q% p&o*ct%& l% ,o&,c%&

,t0.04;,mm;/ 0.040 Nmm2 &C*t)t% p&o*ct%& l% ,o&,c%& &p&

o&J% tL*to%& l% cL& p&*) comp&*)

)* p&t HN" ol*c*t%t ,o&J% %?

p$plw $p *t%)t% p +&t*c%l% l% +%&,l p&tl* p%)% l% ct*

$p$p%lt *) c%Cl p%lt*lo&

cp 2 cp2.0 p)t& p&t *) co)ol% mo)t%)t@

cp1.0 p)t& p&t !l *)c%t&%t p%lt

U,

V,2 m*)V,21 V,22 /%p%c*t%t% &C*t)JL l% ,o&J% tL*to%& % p&tl* HN

V,21 ,+;lc;tw V%lo%&% p&o*ct%& % ,o&J* tL*to%& &p& p&*) l)c

*) &otl o&*Co)t%l *)o&% ,)om)l %&)t%

lc1.5;lw-3;AN l)*m% Co)* comp&*m%t % p&tl*

V,22 tw;lw;,t!;W&t1<,t V%lo%&% p&o*ct%& % ,o&J* tL*to%&

F&%& *%o)%lL ) c%&L

! coFc*)t co&cJ* c%& J*) %m% &%po&tl *m)*)*

VRm*)V,1V,2 c%p%c*t%t% &C*t)t% % p&tl* HN"

%c% VR V,1 p&tl %& compo&t%& ct*l%

%c% VR V,2 p&tl %& compo&t%& ,&%*l%

V,1N;1-1.15;Ucp;p

*) C*L&* c +%lo&* -+* 4 5 6p -+,@



13



C%&

*)

L %?*%lL

*&%)t%

*) c%&%

?c)t&*cL %

*%lL p&o*ct%&

)% c%lcl

&

&p& p&*)

lo& p%)ol*



Capacitatea de rezistenta la forta taietoare P"RTR

VRm*)V,1V,2

NAA3VV2 +o& l% p *)*m% p *&ct*% *)*m** *) GSSX

lw 630 cm tw 25

Seism pozitiv S7P Seism negativ S7%

N 998.17 DN GSSXP N 832.13A 1371.46 DNm GSSXP A 1252.1

V 597.83 DN GSSXP V 612.45

Nlw;tw 0.634 Nmm2 Nlw;tw

,+,+o<0.7; 0.489 Nmm2 ,+,+o<0.7;

,+,+mm;/ 0.217 Nmm2 ,+,+mm;/

8or9a t:ietoare asociat: ced:rii prin compresiune excentric:

Seism pozitiv S#P Seism negativ S#%

V,1N;1-1.15;Ucp;p

U 0.2544 U 0.2120

$p 1200 cm 0 0

p 1.905

V,1 185.38 DN V,1 165.17

Capacitatea de rezisten9: la for9a t:ietoare a peretelui de ;%

V,2 m*)V,21 V,22

. V%lo%&% p&o*ct%& % ,o&J* tL*to%& &p& p&*) l)c%& *) &ot

V,21 ,+;lc;tw


lc 532.81 cm lc 493.59

V,21 288.55 DN V,21 226.94

. V%lo%&% p&o*ct%& % ,o&J* tL*to%& &p& p&*) F&%& *%o)

V,22 tw;lw;,t!;W&t1<,t


! 1.500

V,22 172.07 DN V,22 158.03

V,2 172.07 DN V,2 158.03

VR 172.07 DN VR 158.03

P&tl %& compo&t%& ,&%*l% P&tl %& compo&t%

VR > V 597.83 DN VR > V

) +&*Fc% ) +&*Fc%



14



STORY 1 Capacitatea de rezistenta la forta taietoare

VRm*)V,1V,2

* GSSXN NAA3VV2 +o& l% p *)*m% p *&ct*% *)*m*

cm lw 630 cm tw

Seism pozitiv S7P Seism ne

DN GSSXN N 739.1 DN GSSXP NDNm GSSXN A 712.21 DNm GSSXP A

DN GSSXN V 544.85 DN GSSXP V

0.528 Nmm2 Nlw;tw 0.469 Nmm2 Nl

0.415 Nmm2 ,+,+o<0.7; 0.373 Nmm2 ,+,+o<

0.184 Nmm2 ,+,+mm;/ 0.166 Nmm2 ,+,+m

8or9a t:ietoare asociat: ced:rii prin compresiune exce

Seism pozitiv S#P Seism ne

V,1N;1-1.15;Ucp;p

U 0.1883 U

$p 900 cm 1

p 1.429

DN V,1 202.66 DN V,1

Capacitatea de rezisten9: la for9a t:ietoare a peretelui

V,2 m*)V,21 V,22

l o&*Co)t%l . V%lo%&% p&o*ct%& % ,o&J* tL*to%& &p& p&*) l)

V,21 ,+;lc;tw


cm lc 630.00 cm lc

DN V,21 260.79 DN V,21

lL ) c%&L . V%lo%&% p&o*ct%& % ,o&J* tL*to%& &p& p&*) F&



! 1.429

DN V,22 157.07 DN V,22

DN V,2 157.07 DN V,2

DN VR 157.07 DN VR

,&%*l% P&tl %& compo&t%& ,&%*l% P&tl %&

612.45 DN VR > V 544.85 DN VR > V

) +&*Fc% ) +&*



15



P"RTR STORY 2 Capacitatea de rezistenta la forta taietoare

VRm*)V,1V,2

* *) GSSXP * GSSXN NAA3VV2 +o& l% p *)*m% p

25 cm lw 630 cm

ativ S7% Seism pozitiv S7P

639.54 DN GSSXN N 487.58 DN GSSXP722.82 DNm GSSXN A 311.34 DNm GSSXP

585.91 DN GSSXN V 385.08 DN GSSXP

;tw 0.406 Nmm2 Nlw;tw 0.310 Nmm2

0.7; 0.329 Nmm2 ,+,+o<0.7; 0.262 Nmm2

m;/ 0.146 Nmm2 ,+,+mm;/ 0.116 Nmm2

tric: 8or9a t:ietoare asociat: ced:rii prin compres

ativ S#% Seism pozitiv S#P

V,1N;1-1.15;Ucp;p

0.1630 U 0.1242

0 $p 600 cm

p 0.952

181.89 DN V,1 219.40 DN

de ;% Capacitatea de rezisten9: la for9a t:ietoare

V,2 m*)V,21 V,22

c%& *) &otl o&*Co)t%l . V%lo%&% p&o*ct%& % ,o&J* tL*to%& &p

V,21 ,+;lc;tw


605.93 cm lc 630.00 cm

221.11 DN V,21 182.73 DN

%& *%o)%lL ) c%&L . V%lo%&% p&o*ct%& % ,o&J* tL*to%& &p



! 1.000

147.00 DN V,22 185.90 DN

147.00 DN V,2 182.73 DN

147.00 DN VR 182.73 DN

compo&t%& ,&%*l% P&tl %& compo&t%& ,&%*l%

585.91 DN VR > V 385.08 DN

c% ) +&*Fc%



16



P"RTR STORY 3 Capacitatea de rezistenta la forta t

VRm*)V,1V,2

*&ct*% *)*m** *) GSSXP * GSSXN NAA3VV2 +o& l% p

tw 25 cm lw 630 cm

Seism negativ S7% Seism pozitiv S7P

N 462.69 DN GSSXN N 266.18 DN GSSXPA 351.3 DNm GSSXN A 95.21 DNm GSSXP

V 442.2 DN GSSXN V 175.53 DN GSSXP

Nlw;tw 0.294 Nmm2 Nlw;tw 0.169 Nmm2

,+,+o<0.7; 0.251 Nmm2 ,+,+o<0.7; 0.163 Nmm2

,+,+mm;/ 0.111 Nmm2 ,+,+mm;/ 0.072 Nmm2

iune excentric: 8or9a t:ietoare asociat: ced:rii pri

Seism negativ S#% Seism pozitiv S#P

V,1N;1-1.15;Ucp;p

U 0.1179 U 0.0678

1 1 $p 300 cm

p 0.476

V,1 209.98 DN V,1 257.69 DN

peretelui de ;% Capacitatea de rezisten9: la for9a t

V,2 m*)V,21 V,22

& p&*) l)c%& *) &otl o&*Co)t%l . V%lo%&% p&o*ct%& % ,o&J* tL*to

V,21 ,+;lc;tw


lc 630.00 cm lc 630.00 cm

V,21 175.01 DN V,21 114.03 DN

& p&*) F&%& *%o)%lL ) c%&L . V%lo%&% p&o*ct%& % ,o&J* tL*to



! 1.000

V,22 181.64 DN V,22 143.72 DN

V,2 175.01 DN V,2 114.03 DN

VR 175.01 DN VR 114.03 DN

P&tl %& compo&t%& ,&%*l% P&tl %& compo&t%& ,&%*l%

VR > V 442.20 DN VR > V 175.53 DN

) +&*Fc% ) +&*Fc%



aietoare P"RTR STORY 4

*)*m% p *&ct*% *)*m** *) GSSXP * GSSXN

tw 25 cm

Seism negativ S7%

N 273.09 DN GSSXNA 96.7 DNm GSSXN

V 253.88 DN GSSXN

Nlw;tw 0.173 Nmm2

,+,+o<0.7; 0.166 Nmm2

,+,+mm;/ 0.074 Nmm2

compresiune excentric:

Seism negativ S#%

U 0.0696

1 2

V,1 263.80 DN

:ietoare a peretelui de ;%

& &p& p&*) l)c%& *) &otl o&*Co)t%l

Seism negativ S#%

lc 630.00 cm

V,21 116.17DN

& &p& p&*) F&%& *%o)%lL ) c%&L

Seism negativ S#%

V,22 145.22 DN

V,2 116.17 DN

VR 116.17 DN

P&tl %& compo&t%& ,&%*l%

VR > V 253.88 DN

) +&*Fc%



17

calcul montant x (1)

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