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...
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...
