May 14, 2022 #1 edward1 Geotechnical Dec 27, 2001 137 https://files.engineering.com/getfi...e0-9476-c4756411bc9e&file=RE__Call_me_(2).msgI did a model of this on STAAD PRO and top corner of wall had high absolute compression stress just from selfweight?
https://files.engineering.com/getfi...e0-9476-c4756411bc9e&file=RE__Call_me_(2).msgI did a model of this on STAAD PRO and top corner of wall had high absolute compression stress just from selfweight?
May 18, 2022 Thread starter #2 edward1 Geotechnical Dec 27, 2001 137 Thanks for all replies on this thread, I just received a reply from a review of these spalled cracks from a PE and they are not structural! Upvote 0 Downvote
Thanks for all replies on this thread, I just received a reply from a review of these spalled cracks from a PE and they are not structural!
