EVALUAREA INCARCARILOR
1.1. INCARCARI PERMANENTE
* Panou prefabricat de inchidere
|
Material |
|
|
|
|
|
|
|
1 |
Tenc. interioara |
0.015 |
1700 |
25.5 |
1.3 |
33.15 |
|
2 |
Beton |
0.075 |
2500 |
187,5 |
1.1 |
206,25 |
|
3 |
Vata minerala |
0.10 |
100 |
12,5 |
1.2 |
15 |
|
4 |
Beton |
0.12 |
2500 |
300 |
1.1 |
330 |
|
5 |
Tenc.ext. |
0.025 |
1700 |
42.5 |
1.3 |
55,25 |
=568daN/m
=640 daN/m
* Pardoseala calda
|
Material |
d[m] |
|
g |
n |
g |
|
|
1 |
Tencuiala |
0.015 |
1700 |
25.5 |
1.3 |
33.15 |
|
2 |
Beton |
0.11 |
2500 |
275 |
1.1 |
302.5 |
|
3 |
Fonoiz PFL |
0.02 |
700 |
14 |
1.3 |
18.2 |
|
4 |
Hirtie KRAFT |
0.003 |
---- |
2.2 |
1.3 |
2.9 |
|
5 |
Sapa de eg. |
0.037 |
2000 |
70 |
1.3 |
91 |
|
6 |
Mocheta |
0.005 |
1000 |
5 |
1.3 |
6.5 |
=391.7 daN/m =454.3 daN/m * Pardoseala
rece (baie)
|
Material |
d[m] |
|
g |
n |
g |
|
|
1 |
Tencuiala |
0.015 |
1700 |
25.5 |
1.3 |
33.1 |
|
2 |
Planseu beton |
0.11 |
2500 |
275 |
1.1 |
302.5 |
|
3 |
Fonoiz PFL |
0.02 |
700 |
14 |
1.3 |
18.2 |
|
4 |
Hirtie KRAFT |
0.003 |
----- |
2.2 |
1.3 |
2.86 |
|
5 |
Sapa de egal. |
0.027 |
2000 |
60 |
1.3 |
78 |
|
6 |
Hidroizolatie |
0.005 |
----- |
28 |
1.3 |
36.4 |
|
7 |
Mozaic |
0.01 |
----- |
100 |
1.3 |
130 |
=504.7 daN/m =601.1 daN/m
* Pardoseala rece (coridor)
|
Material |
d[m] |
|
g |
n |
g |
|
|
1 |
Mozaic |
0.03 |
----- |
100 |
1.3 |
130 |
|
2 |
Sapa de eg. |
0.035 |
2000 |
70 |
1.3 |
91 |
|
3 |
Planseu |
0.11 |
2500 |
275 |
1.1 |
302.5 |
|
4 |
Tencuiala |
0.015 |
1700 |
25.5 |
1.3 |
33.1 |
=470.5 daN/m =556.6 daN/m
* Planseu acoperis terasa
|
Material |
d[m] |
|
|
n |
|
|
|
1 |
Tencuiala int. |
0.015 |
1700 |
25.5 |
1.3 |
32.5 |
|
2 |
Placa b.a |
0.11 |
2500 |
275 |
1.1 |
302.5 |
|
3 |
Bet. de panta |
0.05 |
1400 |
70 |
1.3 |
91 |
|
4 |
Strat de egal. |
0.02 |
1800 |
36 |
1.3 |
46.8 |
|
5 |
Bariera de vap. |
0.002 |
600 |
1.2 |
1.3 |
1.6 |
|
6 |
Strat poza-nisip |
0.010 |
1600 |
16 |
1.3 |
20.8 |
|
7 |
Placi BCA |
0.250 |
550 |
137.5 |
1.3 |
178.8 |
|
8 |
Strat protectie hidroizolatie |
------ |
------ |
----- |
----- |
----- |
|
9 |
Sapa ciment |
0.025 |
1800 |
45 |
1.3 |
58.5 |
|
10 |
Strat difuzie- carton |
0.005 |
700 |
3.5 |
1.3 |
4.6 |
|
11 |
Hidroizolatie 2P+1C+4B |
0,0065 |
600 |
3.9 |
5.1 |
|
|
12 |
Nisip grauntos |
0.005 |
600 |
3 |
1.3 |
3.9 |
=614.6 daN/m =762 daN/m
* Perete despartitor
|
Material |
|
|
|
|
|
|
|
1 |
Tencuiala |
0.015 |
1700 |
25.5 |
1.3 |
33.15 |
|
2 |
BCA |
0.10 |
1050 |
105 |
1.2 |
126 |
|
3 |
Tencuiala |
0.015 |
1700 |
25.5 |
1.3 |
33.15 |
=156daN/m=179.3 daN/m
1.2. INCARCARI UTILE
|
Spatiul considerat |
|
|
|
|
|
1 |
Camere |
150 |
1.4 |
210 |
|
2 |
Holuri, scari, spatii de circulatie |
300 |
1.2 |
360 |
|
3 |
Terasa |
75 |
1.4 |
105 |
1.3. INCARCARI TEMPORARE CLIMATICE
- amplasarea:
* 
coeficient de rafala = 1.6
- constructia din categoria "C1"
*
=coeficient aerodinamic pe suprafata "i"
; 
; 
* 
--amplasament tip I
-10m=1
20m=1
40m=1
*
- presiunea dinamica de baza stabilizata
- zona A ; altitudine < 800
m 
1 x 0,8x1,454 x 30
=55,83 1,6 x 0,6 x
1,454 x 30=41,88
1 x 0,8x 1,25 x 30=48 1,6 x 0,6 x 1,25 x 30=36
1 x 0,8 x1,00 x 30=38,4 1,6 x 0,6 x 1,00 x 30=28,8
0,5583x1,8=1,005 0,558x3,6=2,010
0,48x1,8=0,864 0,48x3,6=1,728
0,384x1 =0,691 0,384x3,6=1,382
0,4188x1,8=0,754 0,4188x3,6=1,508
0,36x1,8=0,648 0,36x3,6=1,296
0,288x1 =0,518 0,288x3,6=1,036
b).Incarcarea data de zapada
=greutatea de referinta a stratului de zapada
- perioada de
revenire de 10 ani
coeficient de expunere a
constructiei
- acoperis plat 
=0,8
coeficient de aglomerare cu zapada
acoperis cu 
coeficienti partiali de siguranta
*Stare limita de rezistenta si stabilitate
clasa de importanta I
2 -0,4x
1,43
valoarea de calcul
*Starea limita de exploatare normale
=1
valoarea de calcul
|
]
[daN/m
[daN/m
