Hi folks,
I am designing a project. there will be need new pile foundation installed exterior only for a existing building.
there are 16" diameter cast in place concrete with 8"x48" grade beam under existing building.
new pile capacity is 200 KN compression, 200 KNm moment on top.
anybody...
Hi CEL;
is your opinion like the attached picture?http://files.engineering.com/getfile.aspx?folder=8b9c75eb-0161-403c-8b89-d719ff59e3db&file=pre-welded_stiffer_parts.pdf
Can I design a pre-welded stiffener part?
see attached picture.http://files.engineering.com/getfile.aspx?folder=7bff9ad9-65c4-4857-8a94-f533a330f6e4&file=pre-welded_stiffer_parts.pdf
Hi FOLKS;
I am designing a project. there is a new column stand on top of existing beam.
the column is w12x45, exiting beam is w36x135.
I don't want weld stiffener on the exiting beam. the beam is 80' long, huge load on top of it.
anyone have idea of it?
Thanks
