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Home > Forums > Engineering Forums by Industry > Concrete Engineering

Concrete Post-tensioned engineering Forum

(1553 members)
forum588
Start New Thread
 aungthu13490 (Structural)
0 replies
30 Apr 13 (30 Apr 13)
estimation of initial PT sections and stage stressing
 wcmason (Structural)
9 replies
14 Feb 13 (11 Feb 13)
Connection's PT SlabsHelpful Member!(2) 
 crcivil (Civil/Environmental)
2 replies
23 Apr 12 (23 Apr 12)
Post Tensioned Soil Anchor - No Free Length
 kolion (Civil/Environmental)
3 replies
30 Mar 12 (27 Mar 12)
Break in new residential post tensioned slab
 akastud (Structural)
1 replies
3 Aug 11 (25 Jul 11)
FEM vs Empirical PTI Methods
 ctb74 (Structural)
9 replies
27 Apr 11 (21 Apr 11)
Post-tensioned tendons jacked beyond yield
 05dtaylor (Civil/Environmental)
22 replies
24 Mar 11 (2 Mar 11)
Rebar Hoops
 icube2 (Electrical)
1 replies
2 Mar 11 (24 Feb 11)
LED lampHelpful Member! 
 dengebre (Structural)
1 replies
26 Jan 11 (25 Jan 11)
Cracked MOI for PT Slabs
 dcStrucEng (Structural)
4 replies
25 Nov 10 (25 Oct 10)
Stage StressingHelpful Member! 
 Hunter707 (Civil/Environmental)
2 replies
24 Nov 10 (14 Oct 10)
PT Strand relaxation testHelpful Member!(2) 
 hardhatpoke (Civil/Environmental)
15 replies
24 Nov 10 (31 Aug 10)
Post-tension tensioning irregularitiesHelpful Member! 
 keenaseng (Structural)
6 replies
1 Aug 10 (29 Jul 10)
Post tensioned slab ramps
 RebuildSudan (Civil/Environmental)
6 replies
4 Jun 10 (3 Jun 10)
Cable Truss
 KhouryA (Structural)
12 replies
1 Mar 10 (19 Nov 09)
Capabilities of today's 3D FEM slab design programs
 postTensionBeginner (Mechanical)
3 replies
24 Feb 10 (20 Feb 10)
Simple analysis of post-tension
 Mac75 (Civil/Environmental)
0 replies
22 Sep 09 (22 Sep 09)
Post Tensioned Bridge
 hokie66 (Structural)
2 replies
31 Aug 09 (30 Aug 09)
Punching shear provisions of ACI318-08
 trishatreids (Structural)
9 replies
31 Aug 09 (19 Aug 09)
What maximum length slab on grade is feasible using 12.7mm unbonded ?
 chillerz69 (Structural)
2 replies
18 Jun 09 (18 Jan 09)
Post Tensioned No P/A

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