CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Civil Engineering Association eBooks Journals, Papers and Presentations Design of Anchor Reinforcement in Concrete Pedestals

Design of Anchor Reinforcement in Concrete Pedestals
 dinu69in

Not-Activated

White-private
User ID: 16081
Joined: Mar 2010
Posts: 141
Threads: 78
Likes: 1,507 in 138 posts
Given Likes: 1634
Points:8,089 EP
#1
04-08-2010, 05:05 PM
Design of Anchor Reinforcement in Concrete Pedestals

[Image: info.png]
Even though the Appendix D of the ACI 318-05 permits the use of supplementary reinforcement to restrain concrete breakout, it does not provide specific guidelines in designing such reinforcement. This paper presents a method for designing anchor reinforcement in concrete pedestals, where un-reinforced concrete is insufficient to resist anchor forces. Anchor reinforcement consists of longitudinal rebar and ties to carry anchor tension forces and shear forces, respectively. The Strut-and-Tie Model is proposed to analyze shear force transfer from anchors to pedestal and to design the required amount of shear reinforcement. A proposed design procedure is illustrated in an example problem.

[Image: screen.png]
[Image: 85465637158662415924.jpg]

[Image: Download.png]

Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************

[Image: password.png]

Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************



[-] The following 33 users Like dinu69in's post:33 users Like dinu69in's post
  • Ultra Zone, texv, pssst, Grunf, Dell_Brett, avscorreia, jjmtz, henrycv, robertsas, jacs127, kowheng, ziggywas1, brichard, engr1900, joradu, nhim4mat2006, levanduy, batata666, cristi, vantoancons, subin91, yucapareja, hsccindia, leithowsky, pram, sodapas, fer962933, dexter238, davegabj, Umer.Aleem, agelos100, Hengki, malc
 joradu

Not-Activated

White-private
User ID: 14569
Joined: Feb 2010
Posts: 26
Threads: 15
Likes: 166 in 14 posts
Given Likes: 106
Points:1,958 EP
#2
04-09-2010, 08:52 AM
do you have sample problems with L or J type anchor bolts? What about using CM 66 instead of using ACI 318 Appendix D?




  •
« Next Oldest | Next Newest »

Users browsing this thread: 1 Guest(s)



Possibly Related Threads…
Thread Author Replies Views Last Post
  Design of Anchor Reinforcement for Seismic Shear Loads asim99 0 3,048 03-17-2013, 12:08 AM
Last Post: asim99
  Guide for the use of stainless steel reinforcement in concrete structures ir_71 0 3,459 12-08-2010, 02:16 PM
Last Post: ir_71
  RECENT ADVANCES IN GROUND ANCHOR AND GROUND REINFORCEMENT TECHNOLOGY giguni 0 4,016 09-27-2010, 02:38 PM
Last Post: giguni
  design-of-anchor-reinforcement.pdf RedHorse 0 4,699 08-16-2010, 08:32 AM
Last Post: RedHorse
  Effects of Transverse Reinforcement and Bonded length on the Side-Blowout Capacity of Headed Reinforcement yucapareja 1 4,726 04-29-2010, 03:14 AM
Last Post: zbizafar

  • View a Printable Version
  • Subscribe to this thread

Designed by CivilEA - Powered by MyBB

Linear Mode
Threaded Mode