Caliber | Thickness | Weight (kg/ml) | Weight M2 (Useful) | Max. separate to 3 sections (ml) | Flying Max. (ml) | Max load |
---|---|---|---|---|---|---|
26 | 0.45 | 3.72 | 4.87 | 3.000 | 0.90 | 72 |
24 | 0.60 | 4.89 | 6.42 | 3.500 | 0.95 | 72 |
22 | 0.70 | 5.68 | 7.45 | 4.000 | 1.05 | 72 |
20 | 0.90 | 7.25 | 9.51 | 4.250 | 1.10 | 72 |
18 | 1.20 | 9.60 | 12.60 | 4.500 | 1.25 | 92 |
Light ratio arrow = 120
Source Lamigal
Mixed Compound Slab
The Teeth Steel
Concrete slab Rc = 210 Kg / cm2 (Empty without Shoring)
Table of admissible loads (Kg / m2)
Caliber 22 (0.70 mm) | |||||||
---|---|---|---|---|---|---|---|
Slab thickness | H = 8 | H = 10 | H = 12 | ||||
Support conditions | Simple supported | Two frames | Simple supported | Two frames | Simple supported | Two frames | |
FREE LIGHT BETWEEN SUPPORTS | 1.50 | 800 | 1250 | 960 | 2270 | 1050 | 2330 |
1.75 | 400 | 1020 | 450 | 1240 | 340 | 1570 | |
2.00 | 240 | 680 | --- | --- | --- | --- |
Caliber 20 (0.90 mm) | |||||||
---|---|---|---|---|---|---|---|
Slab thickness | H = 8 | H = 10 | H = 12 | ||||
Support conditions | Simple supported | Two frames | Simple supported | Two frames | Simple supported | Two frames | |
FREE LIGHT BETWEEN SUPPORTS | 1.50 | 970 | 1250 | 1200 | 2330 | 1400 | 2330 |
1.75 | 570 | 1020 | 630 | 1630 | 610 | 1850 | |
2.00 | 320 | 830 | 270 | 1000 | --- | --- | |
2.25 | 180 | 510 | --- | --- | --- | --- |
Caliber 18 (1.2 mm) | |||||||
---|---|---|---|---|---|---|---|
Slab thickness | H = 8 | H = 10 | H = 12 | ||||
Support conditions | Simple supported | Dos tramas | Simple supported | Dos tramas | Simple supported | Dos tramas | |
FREE LIGHT BETWEEN SUPPORTS | 1.50 | 1130 | 1250 | 1530 | 2330 | 2030 | 2330 |
1.75 | 700 | 1020 | 630 | 1630 | 610 | 1850 | |
2.00 | 440 | 840 | 530 | 1400 | 504 | 1620 | |
2.25 | 270 | 670 | 260 | 920 | --- | --- | |
2.50 | 160 | 470 | --- | --- | --- | --- |