55 4.25 55 4.45 55 4.45 55 4.25 55275
25.15
A B C E F
A B C E F
1
2
4
1
2
4275 4.80 5.00 5.00 4.80
555.
4555
5.45
55275
6.00
6.00
275 55
5.45
555.
4555
275
6.00
6.00
275
55 4.25 55 4.45 55 4.45 55 4.25 55275 4.80 5.00 5.00 4.80
275
25.15
12.5
5
1446 6
0
1446 6
0
14466
0
1446 6
0
1446 6
0
14466
0
14 3650
14 3650
14 3650
14 3650
14 3650
14 3650
14 3650
14 3650
14 3650
14 3650
14 3650
30 4.63 30 4.70 30 4.70 30 4.63 30
SA4
Hpl = 1
4 cm
GL4 25x50 cm
GTA
30x6
0 cm
GTA
30x6
0 cm
GTB
30x6
0 cm
GTC
30x6
0 cm
GTD
30x6
0 cm
GTE
30x6
0 cm
GTB
30x6
0 cm
GTC
30x6
0 cm
GTF
30x6
0 cm
GTE
30x6
0 cm
N
N
N
N
N
N
N N N N
N N N N
N N N N
GL4 25x50 cm GL4 25x50 cm GL4 25x50 cm
GL2 25x50 cm GL2 25x50 cm GL2 25x50 cm GL2 25x50 cm
GL1 25x50 cm GL1 25x50 cm GL1 25x50 cm GL1 25x50 cm
Plan cofraj etaj curentScara 1:50
125 30125
275 275
55
1525
15
225
225
55
1525
15
225
225
55
1525
15
225
225
55
3025
225
225
55
3025
225
225
55
3025
225
225
55
30 25
27527555
30 25275 275
55
125 30125275275
55
30 25225 225
55
253022
522
555
2530
225
225
55
2530
225
225
55
2530
225
225
55
30225225
55
30 25225225
55
1525
15175
175
55
1525
15 225
225 55
255.
9025
5.85
2512
512
5
5.90
255.
8525
125
125
5.90
255.
8525
125
125
255.
9025
5.85
2512
512
5
1515
30 4.63 30 4.70 4.70 4.63 3015 15
SB4 SC4 SD4 SE4
SA2 SB255x55cm
SC255x55cm
SD255x55cm
SE2
SA155x55cm
SB1 SC1 SD1 SE1
14 3650
2530
225
225
55
2530125
275 275
55
125
55x55cm 55x55cm 55x55cm 55x55cm
55x55cm
55x55cm55x55cm55x55cm55x55cm55x55cm
55x55cm
3025
225
225
55
2525
30 25
275275
55
3025
225
225
55
4.45 55
D
D
5.00
55
50
14 3650
14 3650
4.70 30
GTC
30x6
0 cm
GTC
30x6
0 cm
NN
GL4 25x50 cm
GL2 25x50 cm
GL1 25x50 cm
1525
15
225
225
55
2530
225
225
55
2.40
255.
8525
125
125
4.70
SC4
SC255x55cm
SC155x55cm
55x55cm
3025
225
225
55
25
4.455.00
60
1446 6
0
N
N
125 30125
275 275
55
125 30125275275
55
30125
275 275
55
125
1446 6
014
46 60
N
N
125 30125
275 275
55
125 30125275275
55
30125
275 275
55
125
1446 6
014
46 60
N
N
125 30125
275 275
55
125 30125275275
55
30125
275 275
55
125
3.50
3015 15
3015 15
3015 15
1515 1515
1PLANSAUNIVERSITATEA TEHNICA DE
CONSTRUCTII BUCURESTIF.C.C.I.A.
aprilie 2015SCARA1:50
PLAN COFRAJ
Cladire de birouri S+P+3E
VRINCEANU ALEXANDRA
DESENAT
VERIFICAT
STRUCTURI IN CADRE DE BETON ARMAT
ETAJ CURENT
Cota (N)Nivelul+4.20 mP+7.60 mE1+10.90 mE2+14.20 mE3
Beton: C25/30Otel: PC52 / OB37
NOTA:
Conform P100/2013: ag=0.40g;
Tc=1.0s?????????????????????????????????????Categoria de
importanta: C
Amplasament: FOCSANI
