Pile Group Analysis for Rigid Pile Cap
Current time: 01-23-2018, 01:13 AM
Users browsing this thread: 1 Guest(s)
Author: usman
Last Post: rami1976
Replies 1
Views 3757

Pile Group Analysis for Rigid Pile Cap
#1
Pile Group Analysis for Rigid Pile Cap

[Image: 97118658770687964530.jpg]

PILE GROUP ANALYSIS FOR RIGID PILE CAP
Using the Elastic Method for up to 25 Total Piles (For English Units) & (For Metric Units)
Using the Elastic Method for up to 75 Total Piles (For English Units) & (For Metric Units)
Using the Elastic Method for up to 300 Total Piles (For English Units) & (For Metric Units)
Using the Elastic Method for up to 400 Total Piles (For English Units) & (For Metric Units)

BEAM AND PUNCHING SHEAR CHECKS FOR PILE CAP for Single Corner Pile Per ACI 318-99 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
***************************************

1.9MB XLS
stone age was not finished due to lack of stones. . . . . .tEChNOlOGY Changed
[-] The following 23 users say Thank You to usman for this post:
  • kowheng, Dell_Brett, bhawk0, ilgar, oanm2000, kg85arun, erimajus, henrybill, huan_maivn, triance, robertsas, mary, goober, we_mbm, addy85, engrezi, rkce, benzetch, YeiYei, malc, portal61, techno, mohcivil
Reply
#2


***************************************
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]
***************************************
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
***************************************

Either you work well or you work much...
[-] The following 10 users say Thank You to rami1976 for this post:
  • Dell_Brett, Andrew seah, malc, simanta, shadabg, blaze, joker™, oanm2000, rendel_©, mgdario
Reply


Possibly Related Threads...
Thread Author Replies Views Last Post
Pile cap STM & BM EC2 camto2 0 1,181 05-25-2017, 08:09 AM
Last Post: camto2
AASHTO GeoTechnical Design of Pile eng donny 2 4,108 02-28-2017, 05:58 PM
Last Post: eng donny
SHEAR DESIGN of Pile Caps rami1976 0 2,490 12-12-2015, 02:21 PM
Last Post: rami1976
Analysis: 2D Frame Analysis with Pinned Base and Rigid Base usman 1 2,618 03-21-2014, 11:13 PM
Last Post: scorpion07
Weld Group Analysis usman 1 3,199 09-18-2012, 04:59 AM
Last Post: usman



Users browsing this thread: 1 Guest(s)