ISOPRO® Type IPT - Spanelas

14
ISOPRO ®
Dimensioning table for concrete ≥ C20/25
Element height [mm]
dependent on c v [mm]
Dimensional values of the absorbable moments m Rd [kNm/m]
30 35 40 45 50 IP 10 IP 20 IP 25 IP 30 IP 40
- - - - 160 7.0 12.2 13.8 17.7 20.4
- - - 160 - 7.4 13.0 14.6 18.8 21.7
- - 160 - 170 7.8 13.8 15.5 19.9 23.0
- 160 - 170 - 8.3 14.5 16.3 21.1 24.3
160 - 170 - 180 8.7 15.3 17.2 22.2 25.5
- 170 - 180 - 9.1 16.1 18.1 23.3 26.8
170 - 180 - 190 9.6 16.8 18.9 24.4 28.1
- 180 - 190 - 10.0 17.6 19.8 25.5 29.4
180 - 190 - 200 10.4 18.4 20.6 26.7 30.7
- 190 - 200 - 10.8 19.1 21.5 27.8 32.0
190 - 200 - 210 11.3 19.9 22.4 28.9 33.3
- 200 - 210 - 11.7 20.7 23.2 30.0 34.6
200 - 210 - 220 12.1 21.4 24.1 31.1 35.9
- 210 - 220 - 12.6 22.2 24.9 32.3 37.2
210 - 220 - 230 13.0 22.9 25.8 33.4 38.4
- 220 - 230 - 13.4 23.7 26.7 34.5 39.7
220 - 230 - 240 13.9 24.5 27.5 35.6 41.0
- 230 - 240 - 14.3 25.2 28.4 36.7 42.3
230 - 240 - 250 14.7 26.0 29.2 37.9 43.6
- 240 - 250 - 15.1 26.8 30.1 39.0 44.9
240 - 250 - - 15.6 27.5 31.0 40.1 46.2
- 250 - - - 16.0 28.3 31.8 41.2 47.5
250 - - - - 16.4 29.1 32.7 42.3 48.8
Dimensional values of the absorbable shear forces v Rd [kN/m]
h = 160 - 250 [mm] 27.5 41.5
Types with supplemented shear force load bearing capacity
Type IP 10 Q... IP 20 Q... IP 25 Q... IP 30 Q... IP 40 Q...
Dimensional values of the absorbable shear forces v Rd [kN/m]
Q8 (2Ø8/2Ø10) h ≥ 170mm 61.8* 79.2
Q10 (4Ø10) h ≥ 170mm 96.6
Q12 (4Ø12) h ≥ 180mm 139.1
* (4 Ø8) h ≥ 160mm
Types with positive and negative shear force absorption
Dimensional values of the absorbable shear forces v Rd [kN/m]
Type IP 10 IP 20 IP 25 IP 30 IP 40
Q8X (4Ø8/2Ø10) + 61.8 / - 48.8
Q10X (4Ø10/2Ø12) + 96.6 / - 69.6
Q12X (4Ø12/2Ø12) + 139.1 / - 69.6
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