Hello everyone, hope I can get your input on the following question.
Here is the background:
I am designing a cantilever soldier pile using a pipe section. Normally I spec out a micropile sizes available from Nucor Skyline (see link...
Thank you all for your inputs.
JoshPlumSE, to follow up on your thought #1. I assume that the bottom node of the column landing on the shear wall would need to be released such that the shear wall does not take out of plane bending. Am i correct?
Thanks
HELLO GUYS.
IM CURRENTLY MODELING A CONCRETE BUILDING AND I HAVE A QUESTION WITH REGARDS TO WHAT WOULD BE THE CORRECT MODELING TECHNIQUE. I FIRST WOULD LIKE TO GIVE SOME BACKGROUND INFORMATION ON MY CASE.
MY CONCRETE BUILDING CONSISTS OF AN 18 STORY BUILDING. DUE TO SOME ARCHITECTURAL...
%Hello Colleagues,
Im fairly new to using SAFE for foundation design and would like to know what approach the rest of you take when designing a foundation in SAFE.
When exporting the ground floor from ETABS to SAFE, the column loads are brought in as point loads, and any wall load resting on...
Hello Colleagues,
I have a concrete column (16"x 48") fully embedded in a 16" concrete wall. The wall is a continuous exterior foundation wall subject to soil lateral forces. I have designed the foundation wall using the lateral force and the axial load that wall receives through tributary...
