Design of End Block Reinforcement of Post-Tensioned Girder
![[Image: info.png]](https://forum.civilea.com/postgen/info.png)
Design of End Block Reinforcement of Post-Tensioned Girder
Unit: ton, m, ksc
![[Image: screen.png]](https://forum.civilea.com/postgen/screen.png)
![[Image: 68392408998259127020.jpg]](https://pic.civilea.com/images/68392408998259127020.jpg)
![[Image: Download.png]](https://forum.civilea.com/postgen/Download.png)
end-bl1.xls (Size: 526 KB / Downloads: 369)
|
Design of End Block Reinforcement of Post-Tensioned Girder Unit: ton, m, ksc
end-bl1.xls (Size: 526 KB / Downloads: 369)
![[-]](https://forum.civilea.com/images/collapse.png)
The following 25 users Like kowheng's post:• ruaumoko, bhawk0, Dell_Brett, jcoronellr, Clouseau, oanm2000, cpchia, usman, junaid, levanduy, Grunf, essam2109, kairel82, jfjdm, Gabemzaman, Amobin, arief_gond, malc, yyyready, SCREAM7890, pezhmankhan, haiquyppl1984, simanta, psk62, spat
12-04-2010, 06:07 PM
Friend, can you refer which code rules or manual calculation of this example?
Thank you
12-04-2010, 07:47 PM
End block reinforcement was designed by working stresses method, any code where they specify allowable tensile stress of steel, allowable compressive stress of concrete can be applied.
Regards,
The following 6 users Like kowheng's post:• oanm2000, Dell_Brett, usman, Grunf, ruaumoko, Umer.Aleem |
| Possibly Related Threads… | |||||
| Thread | Author | Replies | Views | Last Post | |
| Prestress Concrete Girder Design by AASHTO LRFD 98 | i_kabir | 1 | 10,103 |
02-03-2019, 11:39 AM Last Post: kowheng |
|
| Concrete Reinforcement Design | usman | 0 | 4,386 |
12-02-2010, 01:02 AM Last Post: usman |
|