ErichGunther
Electrical
- Nov 18, 2010
- 3
I have partial ownership in a three story office buildiing that is 12,000 sq. ft per floor. On each floor there are three sets of box beam type X bracing to add structural rigidty and manage wind loading. The owners/tenants of the second and first floor are doing a rennovation and want to alter the X bracing in the middle of the building to allow for doorways on the first and second floors. The proposal that came back is illustrated in the attached drawing. Basically the proposal is to remove one of the lower legs of the X on the first and second floors which makes room for the new doorways. I am an electrical engineer with only enough structural engineering background in school to be dangerous but it sure does seem to me that this change eliminates much of the capacity of the X bracing as originally designed. I am wondering if anyone on this forum can tell me what questions I should ask the engineer on this job (once I determine that there is an engineer on this job) about the impact of this change. Has anyone seen this done before in other buildings? Is the proposed change totally nuts on its face, or not uncommon as long as revised loading calculations are done?
Erich - erich<at>enernex.com
Erich - erich<at>enernex.com