Bonded Strand Post-Tensioning System - Plate Anchorage SD

Bonded Strand Post-Tensioning System

Plate Anchorage SD

type 0,5"fpk 1860N/mm2 ultimate load Ø12.9mm
(186kN per strand) 		type 0,6"fpk 1860N/mm2 ultimate load Ø15.7mm
(279kN per strand) 		A B C D
[kN][kN][mm][mm][mm][mm]
5904 744 6803 837 125 140 41 200
5905 930 6804 1,116 135 160 41 200
5907 1,302 6805 1,395 150 180 40 300
5909 1,674 6807 1,953 170 215 44 270
5912 2,232 6809 2,511 190 245 48 325
Bonded Strand Post-Tensioning System - Plate Anchorage SD
1 - longitudinal reinforcement
Details of the Anchorage Zone for 32 N/mm 2 (cube) / 27 N/mm 2 (cylinder) Actual Concrete Strength at Stressing
type 0,5"
f pk 1860N/mm 2 		type 0,6"
f pk 1770N/mm 2 		distance of the anchoragesadditional reinforcement
helixLong. Bars
center distancesedge distances E F n e G n g
[mm][mm][mm][mm]  [mm][mm]  [mm]
Ø12.9/15.7mm, ultimate load 186/265kN
5904 6803 190/320 115/180 140 200 3 10 229 4 12
5905 6804 200/360 120/200 150 200 3 10 289 5 12
5907 6805 210/390 125/205 160 200 3 10 290 5 12
5909 6807 240/460 140/250 190 250 4 10 296 6 12
5912 6809 320/480 180/260 260 250 4 12 292 6 14
type 0,6" fpk 1860N/mm²Ø12.9/15.7mm, ultimate load 186/265kN
6803200/320 120/180 140 250 4 10 229 4 12
6804215/360 130/200 150 250 4 10 289 5 12
6805230/390 135/205 160 250 4 10 290 5 12
6807260/460 150/250 190 250 4 12 296 6 14
6809340/480 190/260 260 300 5 14 292 6 16