Evaluare incarcari_ matrita

7/24/2019 Evaluare incarcari_ matrita

1/4

PERMANENTE

1 PLANSEE DIN BETON ARMAT

1.1

Nr. MaterialGrosime Gr. Tehnica Inc. Caract. Inc.de calcul

Crt. [ml] n

1 Gresie 0.02 2200 44

1.35

59

2 Sapa 0.07 2100 147 1983 Ter!i"!#a$ie 0.05 275 14 19

4 Ta%a& 'a#s 50 (8

TTA! " #ara $laca de %.a. &55 3''

5 P#a)a *i& +e$!& ara$ 0.2 2500 500 (75

TTA! GENERA! " cu $laca de %.a. (1) 1*1)

1.&


Crt. [ml] n1 Gresie 0.02 2200 44

1.35

59

2 Sapa 0.07 2100 147 198

3 Ta+#a ),$a$a 20 27

4 Pere$i )!par$ie&$are 75 101

5 I&s$a#a$ii $e-&i)e 15 20

( Ta%a& 'a#s 50 (8

7 0

TTA! " #ara $laca de %.a. 351 '+'

8 P#a)a *i& +e$!& ara$ /r. e*. 0.13 2500 325 439

TTA! GENERA! " cu $laca de %.a. (3, )13

1.3


Crt. [ml] n

1 Gresie 0.02 2200 44

1.35

59

2 Sapa 0.07 2100 147 198

3 Ta+#a ),$a$a 20 27

4 Pere$i )!par$ie&$are 75 101

5 I&s$a#a$ii $e-&i)e 15 20

( a$a i&era#a 0.2 450 90 122

7 A#,)!+!&* 10 14

TTA! " #ara $laca de %.a. '*1 5'1

8 P#a)a *i& +e$!& ara$ /r. e*. 0.13 2500 325 439

TTA! GENERA! " cu $laca de %.a. )3, )(*

1.'


Crt. [ml] n

1 i*r!i"!#a$ie 14

1.35

19

3 Ta+#a ),$a$a 20 27

4 Ter!i"!#a$ie 0.2 450 90 122

5 I&s$a#a$ii $e-&i)e 15 20

( Ta%a& 'a#s 50 (8

Planseu $este demisol $ard. reci -cota "**5/ " TIP 1[m$] - 0TA0 1*1*1"+( E2RC 1/

Coe#. desi4uranta

[danm3] n[danm&]

c[danm&]

Planseu $este $arter curent " $ard. reci -cota 6')3/ " TIP &[m$] - 0TA0 1*1*1"+( E2RC 1/

Coe#. desi4uranta

[danm3] n[danm&] c[danm&]

Planseu $este $arter mar4inal " $ard. reci -cota 6')3/ " TIP 3[m$] - 0TA0 1*1*1"+( E2RC 1/

Coe#. desi4uranta

[danm3] n[danm&]

c[danm&]

Planseu $este eta7 terasa " necircula%il -cota 6)&*/ " TIP '[m$] - 0TA0 1*1*1"+( E2RC 1/

Coe#. desi4uranta

[danm3] n[danm&]

c[danm&]


2/4

7 0

TTA! " #ara $laca de %.a. 1() &55

8 P#a)a *i& +e$!& ara$ /r. e*. 0.13 2500 325 439

TTA! GENERA! " cu $laca de %.a. ,() ,)'

& 8idarii

&.1 8idarie de &5 cm " E9T

GR.# n

1 Ter!i"!#a$ie 0.100 55 ( 1.2 7

2 Caramida 0.300 1450 435 1.1 479

3 Te&),ia#a 0.025 2100 53 1.3 (8

4

TTA! ')3 1.1& 553 *a&p

&.& 8idarie :CA de &5 cm " E9T

GR.# n

1 Ter!i"!#a$ie 0.100 55 ( 1.2 7

2 :CA 0.250 900 225 1.1 248

3 Te&),ia#a 0.020 2100 42 1.3 55

4

TTA! &+3 1.13 3*) *a&p

&.3 8idarie de 3* cm

GR.# n

1 Te&),ia#a 0.02 2100 42 1.3 552 arai*a 0.30 920 27( 1.2 331

3 Te&),ia#a 0.02 2100 42 1.3 55

TTA! 3,* 1.&& ''* *a&p

Perete din %eton armat " '* cu;idarie e


3/4

-p 13 )

De&.s$ra$ GR.# *a&3

1 Te&),ia#a +2:--p 0.(9 0.02 1900 2(

& Be$!& +6--p 0.055 2500 138

3 Ter!i"!#a$ie --p 0.22 0.05 300 3

TTA! 1,+

+ 6 -

3.& Grin;i mar4inale &5 9 '* )

-p 13 )

De&.s$ra$ GR.# *a&3

1 Te&),ia#a +--p:2 0.79 0.02 1900 30

& Be$!& +6--p 0.0(75 2500 1(9

3 Ter!i"!#a$ie --p 0.27 0.05 300 4

TTA! 1))

+ 6 -

3.& Grin;i centrale &5 9 35 )

-p 13 )

De&.s$ra$ GR.# *a&3

1 Te&),ia#a +--p:2 0.(9 0.02 1900 2(

& Be$!& +6--p 0.055 2500 138TTA! 1,'

+ 6 -

3.& Grin;i centrale &5 9 5* )

-p 13 )

De&.s$ra$ GR.# *a&3

1 Te&),ia#a +--p:2 0.99 0.02 1900 38

& Be$!& +6--p 0.0925 2500 231

TTA! &,)

0til$ '*9,* cm

+ - GR. *a&3 =n n

1 Te&),ia#a 0.4 0.5 0.02 1900 (8 1.3

& Be$!& 0.4 0.5 2500 500 1.1

TTA! 5,( >RE?@

0til$ &59'* cm

+ - GR. *a&3 =n n

1 Te&),ia#a 0.25 0.4 0.02 1900 49 1.3

& Be$!& 0.25 0.4 2500 250 1.1

TTA! &)) >RE?@

0til$ &595* cm

+ - GR. *a&3 =n n

1 Te&),ia#a 0.25 0.5 0.02 1900 57 1.3

& Be$!& 0.25 0.5 2500 313 1.1

TTA! 3+* >RE?@

S,pra'a$a 2 n

S,pra'a$a 2 n

S,pra'a$a 2 n

S,pra'a$a 2 n


4/4

Ram$a

GR. *a&3 =n n =c

Rapa 0.14 2500 350 1.1 385

Trep$e 0.08 2500 200 1.1 220

M!"ai) 0.041 2200 90.2 1.3 117

Sapa 0.07 2100 147 1.3 191

Gresie 0.02 2200 44 1.2 53

TTA! (31.& 1.1, ),, *a&p

2TI!A

=n n =c

Spa$ii *e #!),i$; p!*,ri )ir),#a+i#e 150 1.4 210

Bir!,ri 200 1.4 280

Spa$ii *e )ir),#a$ie 400 1.3 520

S)arii;Sa#i *e ese;La+.;es$iar;A$e#ier 300 1.3 390

Ba#)!a&e;Dep!"i$;Sa#a pr!$!)!#se*i&$e 400 1.3 520

ARIA 500 1.2 (00

Casi$ermanenta

=n n =c

Pere$i *espar$i$!ri 50 1.4 70

Evaluare incarcari_ matrita

Documents

Transcript of Evaluare incarcari_ matrita