Prestress/Post-Tensioning Strand Systems
Avar Construction Systems, Incorporated |
|||||
System Name | Bar or Tendon Size | Strand Diamter | Ultimate (kips) | Concrete Strength(psi) | PJack (kips) |
---|---|---|---|---|---|
ACS 1.5" | 1 | 1/2" | 41.3 | 3500 | 31 |
ACS 1.6 | 1 | 0.6" | 58.6 | 3500 | 44 |
ACS 10.5 TD | 10 | 1/2" | 413 | 3500 | 309.8 |
ACS 12.5 | 12 | 1/2" | 495.6 | 3500 | 372 |
ACS 12.5 | 12 | 1/2" | 495.6 | 3500 | 372 |
ACS 12.5 | 12 | 1/2" | 495.6 | 3500 | 372 |
ACS 12.6 | 12 | 0.6" | 703.2 | 3500 | 528 |
ACS 13.5 TD | 13 | 1/2" | 536.9 | 3500 | 402.6 |
ACS 19 M.5" | 19 | 1/2" | 784.7 | 3500 | 588.5 |
ACS 19.5" | 19 | 1/2" | 784.7 | 3500 | 588.5 |
ACS 19.6 | 19 | 0.6" | 1113.4 | 3500 | 836 |
ACS 22.5 | 22 | 1/2" | 908.6 | 3500 | 682 |
ACS 22.6 | 22 | 0.6" | 1289.2 | 3500 | 968 |
ACS 24.5 | 24 | 1/2" | 991.2 | 3500 | 743.4 |
ACS 27.6" | 27 | 0.6" | 1582.2 | 3500 | 1188 |
ACS 28.5 | 28 | 1/2" | 1156.4 | 3500 | 867.3 |
ACS 3.5 | 3 | 1/2" | 123.9 | 3500 | 93 |
ACS 34.5 | 34 | 1/2" | 1404.2 | 3500 | 1054 |
ACS 37 M.5 | 37 | 1/2" | 1528.1 | 3500 | 1146 |
ACS 37.5 | 27 | 1/2" | 1115 | 3500 | 837 |
ACS 37.5 | 37 | 1/2" | 1528.1 | 3500 | 1146 |
ACS 4.5 | 4 | 1/2" | 165.2 | 3500 | 124 |
ACS 44.5 | 44 | 1/2" | 1817.2 | 3500 | 1363 |
ACS 5.5 | 5 | 1/2" | 206.5 | 3500 | 155 |
ACS 7.5 | 7 | 1/2" | 289.1 | 3500 | 217 |
ACS 7.5 | 7 | 1/2" | 289.1 | 3500 | 217 |
ACS 7.5 TD | 7 | 1/2" | 289.1 | 3500 | 216.8 |
ACS 8.5 TD | 8 | 1/2" | 330.4 | 3500 | 247.8 |
ACS 9.5 TD | 9 | 1/2" | 371.7 | 3500 | 278.7 |
AVAR ACS-22.6 | 22 | 0.6" | 1289 | 3500 Lt.Wt. | 968 |
AVAR C-4.6 | 4 | 0.6" | 234 | 3500 Lt.Wt. | 176 |
C4.6 | 4 | 0.6" | 234.4 | 3500 | 176 |
MP 7.5 / 4.6 | 4 | 0.6" | 234 | 5500 | N/A |
Contech |
|||||
System Name | Bar or Tendon Size | Strand Diamter | Ultimate (kips) | Concrete Strength(psi) | PJack (kips) |
12-0.6 (Lang anchor head) | 12 | 0.6" | 703.2 | 3500 | 506.3 |
4-0.6 | 4 | 0.6" | 234.4 | 3500 | 176 |
4-0.6 (using 7-0.6 anchor) | 4 | 0.6" | 234.4 | 3500 | 176 |
7-0.6 | 7 | 0.6" | 410.2 | 3500 | 307 |
9-0.6 | 9 | 0.6" | 527.4 | 3500 | 395.5 |
CTS 47.6 | 47 | 0.6" | 2754.2 | 3500 | 2065.7 |
CTS 9.06 | 9 | 0.6" | 528 | 3500 | 396 |
DYWIDAG-Systems International |
|||||
System Name | Bar or Tendon Size | Strand Diamter | Ultimate (kips) | Concrete Strength(psi) | PJack (kips) |
1-0.6" Epoxy | 1 | 0.6" | 58.6 | 3500 | 44 |
12-0.6 MA (Standard) | 12 | 0.6" | 703 | 4000 | 527 |
12-0.6 MA (System 100) | 12 | 0.6" | 703 | 4000 | 527 |
15-0.6 | 15 | 0.6" | 879 | 3500 | 659.2 |
19-0.6 MA | 19 | 0.6" | 1113.4 | 4000 | 836 |
2-0.6" | 2 | 0.6" | 117.2 | 3500 | 88 |
20-0.5 MA | 20 | 1/2" | 826 | N/A | 620 |
27-0.5 MA | 27 | 1/2" | 1115.1 | N/A | 836.3 |
27-0.6 MA | 27 | 0.6" | 1582.2 | 4000 | 1188 |
3-0.6" | 3 | 0.6" | 175.8 | 3500 | 131.8 |
31-0.5 | 31 | 1/2" | 1280.3 | N/A | 961 |
35-0.6 Epoxy Coated Strand | 35 | 0.6" | 2051 | N/A | 1540 |
37-0.5 | 37 | 1/2" | 1548.7 | N/A | 1146 |
37-0.6 (MPA) | 37 | 0.6" | 2168.2 | N/A | 1626.2 |
4-0.6 | 4 | 0.6" | 234.4 | 3500 | 176 |
4-0.6 TD | 4 | 0.6" | 234.4 | 3500 | 176 |
4-0.6" 4" x 13" | 4 | 0.6" | 234.4 | 3500 | 176 |
5-0.6" | 5 | 0.6" | 293 | 3500 | 220 |
6-0.6" | 6 | 0.6" | 351.6 | 3500 | 264 |
8-0.6 | 8 | 0.6" | 468.8 | N/A | 351.6 |
9-0.6 | 9 | 0.6" | 527.4 | 3500 | 396 |
Lang |
|||||
System Name | Bar or Tendon Size | Strand Diamter | Ultimate (kips) | Concrete Strength(psi) | PJack (kips) |
4-0.6 | 4 | 0.6" | 234.4 | N/A | 176 |
7-0.6(Approved for 6 strand) | 6 | 0.6" | 351.6 | N/A | 263.7 |
Schwager Davis Incorporated |
|||||
System Name | Bar or Tendon Size | Strand Diamter | Ultimate (kips) | Concrete Strength(psi) | PJack (kips) |
1.6 (Epoxy) | 1 | 0.6" | 58.6 | 3500 | 44 |
1.6 (Standard) | 1 | 0.6" | 58.6 | 3500 | 44 |
C31.6-8-S | 31 | 0.6" | 1817 | 6500 | 1362 |
SDI 12.6 | 12 | 0.6" | 703 | 4500/6500 | 527 |
SDI 12.6-PC | 12 | 0.6" | 703 | 3500 | 527 |
SDI 19.6 | 19 | 0.6" | 1113 | 3500 | 835 |
SDI 19.6-PC | 19 | 0.6" | 1113 | 3500 | 835 |
SDI 19.6-PC1 | 19 | 0.6" | 1113 | 3500 | 835 |
SDI 2.6A (Epoxy) | 2 | 0.6" | 234 | 3500 | N/A |
SDI 2.6A (Standard) | 2 | 0.6" | 234 | 3500 | N/A |
SDI 22.6-8 | 22 | 0.6" | 1289 | 3500 | 966.8 |
SDI 22.6-PC | 22 | 0.6" | 1289 | 3500 | 966.8 |
SDI 27.6 | 27 | 0.6" | 1582 | 3500 | 1187 |
SDI 27.6-PC | 27 | 0.6" | 1582 | 3500 | 1187 |
SDI 31.6-8 & C31.6-8 | 31 | 0.6" | 1817 | 3500 | 1362 |
SDI 4.6A (Epoxy) | 4 | 0.6" | 234 | 3500 | N/A |
SDI 4.6A (Standard) | 4 | 0.6" | 234 | 3500 | N/A |
SDI C37.6-8 | 37 | 0.6" | 2168 | 3500 | 1626 |
SDI C37.6-8-S | 37 | 0.6" | 2168 | 6500 | 1626 |
SDI C4.6 | 4 | 0.6" | 234 | 4500 Lt. Wt. | 176 |
SDI C4.6 | 4 | 0.6" | 234 | 3500 | 176 |
SDI C4.6 (D) | 4 | 0.6" | 234 | 6000 | 176 |
Stresssteel |
|||||
System Name | Bar or Tendon Size | Strand Diamter | Ultimate (kips) | Concrete Strength(psi) | PJack (kips) |
SAS/GSS 7.6 | 7 | 0.6" | N/A | 3200 | N/A |
Stresstek |
|||||
System Name | Bar or Tendon Size | Strand Diamter | Ultimate (kips) | Concrete Strength(psi) | PJack (kips) |
S13.5 | 13 | 1/2" | 536.9 | N/A | 403 |
S13.6 | 13 | 0.6" | 761.8 | N/A | 572 |
S19.5 | 16 | 1/2" | 660.8 | N/A | 496 |
S19.5 | 19 | 1/2" | 784.7 | N/A | 589 |
S19.5 | 19 | 1/2" | 784.7 | N/A | 589 |
S19.6 | 16 | 0.6" | 937.6 | N/A | 703.2 |
S19.6 | 19 | 0.6" | 1113.4 | N/A | 836 |
S31.5 | 27 | 1/2" | 1115.1 | N/A | 837 |
S31.5 | 31 | 1/2" | 1280.3 | N/A | 961 |
S31.5 | 31 | 1/2" | 1280.3 | N/A | 961 |
S4.5 | 4 | 1/2" | 165.2 | N/A | 124 |
S4.6 | 4 | 0.6" | 234.4 | N/A | 176 |
S4.6P | 4 | 0.6" | 234.4 | N/A | 176 |
S7.5 | 7 | 1/2" | 289.1 | N/A | 217 |
S7.5P | 7 | 1/2" | 289.1 | N/A | 217 |
S7.6 | 7 | 0.6" | 410.2 | N/A | 308 |
SB1.5 | 1 | 1/2" | 41.3 | N/A | 31 |
SC1.5 | 1 | 1/2" | N/A | N/A | N/A |
SCB13.5 | 13 | 1/2" | 536.9 | N/A | 403 |
SCB19.5 | 19 | 1/2" | 784.7 | N/A | 589 |
VSL |
|||||
System Name | Bar or Tendon Size | Strand Diamter | Ultimate (kips) | Concrete Strength(psi) | PJack (kips) |
CS 5-31 (Revoke) | 31 | 1/2" | 1280 | N/A | 960 |
CS/EC5-31 | 31 | 1/2" | 1280.3 | N/A | 960.2 |
CS5-43 | 43 | 1/2" | 1775.9 | N/A | 1331.9 |
E5-1 | 1 | 1/2" | 41.3 | N/A | 31 |
E5-12 | 12 | 1/2" | 495.6 | N/A | 372 |
E5-12D | 24 | 1/2" | 991.2 | N/A | 744 |
E5-19 | 19 | 1/2" | 784.7 | N/A | 589 |
E5-31 | 31 | 1/2" | 1280.3 | N/A | 961 |
E5-3S | 3 | 1/2" | 123.9 | N/A | 93 |
E5-4 | 4 | 1/2" | 165.2 | N/A | 124 |
E5-7 | 7 | 1/2" | 289.1 | N/A | 217 |
E6-12 | 12 | 0.6" | 703.2 | N/A | 528 |
EC5-12 | 12 | 1/2" | 495.6 | N/A | 372 |
EC5-19 | 19 | 1/2" | 784.7 | N/A | 589 |
EC5-27 | 27 | 1/2" | 1115.1 | N/A | 837 |
EC5-31 | 31 | 1/2" | 1280.3 | N/A | 961 |
EC5-7 | 7 | 1/2" | 289.1 | N/A | 217 |
ECI6-19 | 19 | 6/10" | 1113 | 3500 | 834.8 |
ECP5-31 (Bearing plate) | 31 | 1/2" | 1280 | N/A | 960 |
ES5-43 | 43 | 1/2" | 1775.9 | N/A | 1332 |
L 5-31/42 Loop Anchorage | 31 | 1/2" | 1280.3 | N/A | 961 |
S06-4 | 4 | 0.6" | 234.4 | N/A | 176 |
S06-4 (using 1/2" strand) | 4 | 1/2" | 165.2 | N/A | 123.9 |
Williams Forms Engineering |
|||||
System Name | Bar or Tendon Size | Strand Diamter | Ultimate (kips) | Concrete Strength(psi) | PJack (kips) |
WMS C4.6 Anchor Head | 4 | 0.6 | 234 | N/A | 176 |
WMS C7.6 Anchor Head | 7 | 0.6 | 410 | N/A | 307 |