Civil Engineering Association

Full Version: design of tie beams for diffrencial settlement of 1"
You're currently viewing a stripped down version of our content. View the full version with proper formatting.
Below is the link for spread sheet for designing tie beam on soft soils to account for differential settlement of 1". The procedure is given foundation analysis and design by Bowles.


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
***************************************