| Design of End Block Reinforcement of Post-Tensioned Girder Current time: 10-24-2021, 06:47 PM |
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Design of End Block Reinforcement of Post-Tensioned Girder
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  User ID: 2141 Posts: 2,877 Threads: 59 Joined: Jun 2009 Received Thanks: 33,488 in 2,936 posts Given Thanks: 16502 Points: 158,166 EP
12-04-2010, 06:53 PM
(This post was last modified: 12-04-2010, 09:22 PM by kowheng. Edit Reason: )
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: 362)
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12-04-2010, 07:07 PM
Friend, can you refer which code rules or manual calculation of this example?
Thank you User ID: 2141 Posts: 2,877 Threads: 59 Joined: Jun 2009 Received Thanks: 33,488 in 2,936 posts Given Thanks: 16502 Points: 158,166 EP
12-04-2010, 08:47 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,
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