evaluare incarcari_ matrita
TRANSCRIPT
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7/24/2019 Evaluare incarcari_ matrita
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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 $laca de %.a. (1) 1*1)
1.&
Nr. MaterialGrosime Gr. Tehnica Inc. Caract. Inc.de calcul
Crt. [ml] n1 Gresie 0.02 2200 44
1.35
59
2 Sapa 0.07 2100 147 198
3 Ta+#a ),$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 $laca de %.a. (3, )13
1.3
Nr. MaterialGrosime Gr. Tehnica Inc. Caract. Inc.de calcul
Crt. [ml] n
1 Gresie 0.02 2200 44
1.35
59
2 Sapa 0.07 2100 147 198
3 Ta+#a ),$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 $laca de %.a. )3, )(*
1.'
Nr. MaterialGrosime Gr. Tehnica Inc. Caract. Inc.de calcul
Crt. [ml] n
1 i*r!i"!#a$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&]
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7/24/2019 Evaluare incarcari_ matrita
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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$ie 0.100 55 ( 1.2 7
2 :CA 0.250 900 225 1.1 248
3 Te&),ia#a 0.020 2100 42 1.3 55
4
TTA! &+3 1.13 3*) *a&p
&.3 8idarie de 3* cm
GR.# n
1 Te&),ia#a 0.02 2100 42 1.3 552 arai*a 0.30 920 27( 1.2 331
3 Te&),ia#a 0.02 2100 42 1.3 55
TTA! 3,* 1.&& ''* *a&p
Perete din %eton armat " '* cu;idarie e
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7/24/2019 Evaluare incarcari_ matrita
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-p 13 )
De&.s$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$a 2 n
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7/24/2019 Evaluare incarcari_ matrita
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Ram$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