or Pentru Proiectarea Constructiilor Civile Multietajate Cu Pereti Structurali Din Beton Armat
Armre Directie y A3 pereti structurali
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Armre Directie y A3 pereti structurali
Transcript of Armre Directie y A3 pereti structurali
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.1
10
4 20 P C52 L=5501
E tr. 8 /10 P C52 L=
4 20 P C52 L=5501
E tr. 8 /10 P C52 L= P C 52 L=380
.1
4 20 P C52 L=5501
E tr. 8 /10 P C52 L=
.1
P C 52 L=380
4 20 P C52 L=5501
E tr. 8 /10 P C52 L= P C 52 L=3 0
.155 554
455 55
455 55
455 55
2
3
4
5
1
2
3
4
9
0
9
0
136
136
361
1
1
1
P C 52 L= 0 1
5
5
5
5
5
E tr. 8 /10 P C 52 L=1 69
P C 52 L=5 04 12/187
136
E tr. 8 /10 P C 52 L=1 6
P C 52 L=5 04 12/187
9
E tr. 8 /10 P C 52 L=1 69
P C 52 L=5 04 12/187
E tr. 8 /10 P C 52 L=1 69 9
P C 52 L=5 04 12/187
41
8
8
9
8
8
9
9
P C 52 L=5 04 12/187
P C 52 L=5 04 12/187
P C 52 L=5 04 12/187
P C52 L=5 04 12/187
E tr. 8 /10 P C52 L=100
4 1 P C 52 L= 405
P
C
5
2
L
=
0
1
4
1
P
C
5
2
L
=
3
8
0
1
P
C
5
2
L
=
3
8
0
1
P
C
5
2
L
=
3
8
0
1
0
10
Sectiunea 2-2
Sectiunea 3-3
Sectiunea 4-4
Sectiunea 5-5
11
12
12
12
1
1
1
2
1
2
1
2
Armare diafragma dy1
2
.
2
5
2
.
2
5
2
.
2
5
2
.
2
5
E tr. 8 /10 P C 52 L=100
4 1 P C 52 L= 40
E tr. 8 /10 P C52 L=100
4 1 P C 52 L= 40
10
10
0 5
5
6
0
6
0
6
0
6
0
52
0
Sectiunea 1-1
13
13
13
2/13
2/13
2/13
2/13
2
/
1
3
2
/
1
8
2
/
1
8
2
/
1
3
h/l= 297 / 420 (0.12mp) Allplan 2009
Numele Semnaturaproiectatdesenatverificat
control STASaprobat
P.T
Universitatea "Ovidius" ConstantaFacultatea de Constructii R.R
Rusu Raluca Sc:1:50
Constructii din beton armat II
Armare diafragma dy 1
Creat cu o versiune Allplan pentru studenti
