Planuri
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C20/25 3.00 30 4.20 4.50 Zid de sprijin Scara 1:50 50 22 5 27 5 2.00 5 2 56 2 60 2 56 2 5 1.90 5 30 30 30 30 30 30 5 1.90 89 2 10 25 3 Dulap 2D Scara 1:20 CONTINUT SCARA NR. PROIECT NR. PLAN DATA 1 Training Allplan Inginerie Iasi CLIENT / OBIECT XXX XXX 12.03.2016 Exercitii 2D h/l= 297 / 420 (0.12m2) Allplan 2016
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C20/25
3.00
304.
20
4.50
Zid de sprijinScara 1:50
50 225 275 2.00
1.90
5 2 56 2 60 2 56 2 5
5
2
56 2 60 2 56 2
5
1.90
530
3030
3030
305
1.90
892
10 253
Dulap 2DScara 1:20
CONTINUT
SCARA NR. PROIECT NR. PLAN DATA1
Training Allplan Inginerie Iasi
CLIENT / OBIECT
XXX XXX 12.03.2016
Exercitii 2D
h/l= 297 / 420 (0.12m2) Allplan 2016
C
B
A
4 531
4 531
D
CB
A6
6
D2
2
3 54
3 54
AB
C6
6
D2
2
45 4.45 45 4.45 45 2.05 45 4.45 45 4.45 45
11.7
5
22.55
75
15
15 475 1.00 3.125 15
15
4.60 15
15
2.20 15
15
4.60 15
15
4.60 15
15
75
925
1.00 1.20
P1P1
P1
P2
P2
P2
P2
7530
4.10
302.
2030
4.10
30
GL 30X50
GL 30X50
GL 30X50
GL 30X50
P1
GL 30X50
GL 30X50
22.55
11.7
5
+15.05 75 15
154.
1015
10
52.
205 10
151.
152.
875
75 15
15
75
Plan cofraj placa peste parter
30
3515
50
30
3515
50
15 15 15 15 15
+3.3
0+3
.45
15 15 15 15 15
+3.4
5
Scara 1:50
30
351550
30
351550
30
3515
50
CONTINUT
SCARA NR. PROIECT NR. PLAN DATA2 12.03.2016
Training Allplan Inginerie Iasi
CLIENT / OBIECT
Plan cofraj placa peste parter
1:50 20/2016
NOTE:IasiTc=0.7 ag=0.25gSk =2.00 kN/mp
Materiale utilizate:
Beton C25/30 Armatura PC52, OB37
h/l= 420 / 594 (0.25m2) Allplan 2016
[kg][m]
Bare cotate(fara scara)
243.20
[mm] [m]
øBuc.Poz.
1 160 12 1.52
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
215.96
32.97 2 3 20 10.99 81.30
27.00 3 3 20 9.00 66.58
18.42 4 3 20 6.14 45.42
11.46 5 6 25 1.91 44.17
21.54 6 6 25 3.59 83.02
16.26 7 3 25 5.42 62.67
10.14 8 3 16 3.38 16.01
33.03 9 9 16 3.67 52.15
24.00 10 2 8 12.00 9.48
22.18 11 2 8 11.09 8.76
60.30 12 134 6 0.45 13.39
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
OB37
Calitateotel
698.91 kg
229.35 kg 0.00 kg 0.00 kg
469.56 kg
1024
42
24
10
BST500S
29
1070BST500S 900BST500S
585
30
BST500S
26165BST500S
2630626
BST500S
2649026
BST500S 338BST500S 367BST500S 1200BST500S 1109 OB37 10 24 10
26
165
338
367
26
490
26
367 367
26
165
1200 1109
29
1070900
26306
26 26
306
26
585
30
5 3 ø 25 L=191cm
8 3 ø 16 L=338cm9 3 ø 16 L=367cm
7 3 ø 25 L=542cm
9 3 ø 16 L=367cm 9 3 ø 16 L=367cm
5 3 ø 25 L=191cm10 2 ø 8 L=1200cm
2 3 ø 20 L=1099cm 3 3 ø 20 L=900cm
11 2 ø 8 L=1109cm
6 3 ø 25 L=359cm6 3 ø 25 L=359cm
4 3 ø 20 L=614cm
1 1
2 ø
12 L
=152
cm1.10 2.00 1.10 1.10 2.00 1.10 1.90 1.10 2.00 1.10 1.10 2.00 1.10
1 12 etr. ø 12 /10 1 12 etr. ø 12 /10 1 12 etr. ø 12 /10 1 11 etr. ø 12 /20 1 12 ø 12 /10 1 20 etr. ø 12 /10 1 12 etr. ø 12 /10 1 11 etr. ø 12 /20 1 12 etr. ø 12 /10 1 12 etr. ø 12 /10 1 11 etr. ø 12 /20 1 12 etr. ø 12 /101 11 etr. ø 12 /20
1 2 54 63 64 521 3
Scara 1:50Elevatie grinda longitudinala ax A
11
22
33
44
55
66
77
88
99
66 895
72
65
1.50
2254.90 4.90 2.50 4.90 4.90 225
45 4.45 45 4.45 45 2.05 45 4.45 45 4.45 45
22.55
3515
50
+3.45
1024
42
24
10
10 2410
1 1
2 ø
12 L
=152
cm
12 30 ø 6 L=45cm
5 3 ø 25
2 3 ø 20
10 2 ø 8
8 3 ø 16
2 3 ø 20
10 2 ø 8
ø 12 1
9 3 ø 16
10 2 ø 8
2 3 ø 20
9 3 ø 16
2 3 ø 20
10 2 ø 8
1 11 ø 12
ø 6 12 12 30 ø 6
7 3 ø 25
3 3 ø 20
10 2 ø 8
9 3 ø 16
3 3 ø 20
11 2 ø 8
9 3 ø 16
4 3 ø 20
11 2 ø 8
9 3 ø 16
4 3 ø 20
11 2 ø 8
5 3 ø 25
4 3 ø 20
Sectiune 1 - 1 Sectiune 2 - 2 Sectiune 3 - 3 Sectiune 4 - 4
Sectiune 5 - 5 Sectiune 6 - 6 Sectiune 7 - 7Sectiune 8 - 8
Sectiune 9 - 9
7530
3515
50
+3.45
7530
3515
50+3.30
+3.45
7530
3515
50
+3.30
+3.45
7530
3515
50
+3.30
+3.45
7530
3515
50
+3.30
+3.45
7530
3515
50
+3.30
+3.45
7530
3515
50
+3.30
+3.45
7530
3515
50
+3.30
+3.45
[kg][m]
Bare cotate(fara scara)
243.20
[mm] [m]
øBuc.Poz.
1 160 12 1.52
Lista cu forme fasonateGreutateLungime
unitaraLungime
totala
215.96
32.97 2 3 20 10.99 81.30
27.00 3 3 20 9.00 66.58
18.42 4 3 20 6.14 45.42
11.46 5 6 25 1.91 44.17
21.54 6 6 25 3.59 83.02
16.26 7 3 25 5.42 62.67
10.14 8 3 16 3.38 16.01
33.03 9 9 16 3.67 52.15
24.00 10 2 8 12.00 9.48
22.18 11 2 8 11.09 8.76
60.30 12 134 6 0.45 13.39
Greutate totala OB37 (kg):
Greutate totala PC60 (kg):Greutate totala PC52 (kg):
Greutate totala (kg):Greutate totala BST500S (kg):
OB37
Calitateotel
698.91 kg
229.35 kg 0.00 kg 0.00 kg
469.56 kg
10
2442
24
10
BST500S
29
1070
BST500S 900
BST500S
585
30
BST500S
26
165
BST500S
26
306
26
BST500S
26
490
26
BST500S 338
BST500S 367
BST500S 1200
BST500S 1109
OB37 10 2410
CONTINUT
SCARA NR. PROIECT NR. PLAN DATA3 12.03.2016
Training Allplan Inginerie Iasi
CLIENT / OBIECT
Plan armare grinda
XXX XXX
h/l= 420 / 700 (0.29m2) Allplan 2016
8 16 20 25 6 121 12 1.52 160 243.202 20 10.99 3 32.973 20 9.00 3 27.004 20 6.14 3 18.425 25 1.91 6 11.466 25 3.59 6 21.547 25 5.42 3 16.268 16 3.38 3 10.149 16 3.67 9 33.03
10 8 12.00 2 24.0011 8 11.09 2 22.1812 6 0.45 134 60.30
46.18 43.17 78.39 49.26 60.30 243.200.395 1.579 2.466 3.854 0.222 0.88818.24 68.17 193.31 189.85 13.39 215.96
Marca Ф Lung. [m] Buc.
Totalkg/m (kg/m²)
kgkg
m (m²)
Lungime totala [m]OB37BST500S
698.91
