Find the most up-to-date version of ASCE at Engineering SEIIASCE Design Loads on Structures During Con- struction. CII ASCE 38 Standard Guideline for the Collection and. Depiction of Existing Subsurface. Should I be troubled that seismic loads during construction conform to ASCE 7- 95 rather than ? I almost feel like annotating ASCE in.
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I’m not familiar with the seismic provisions in ASCEand Red Flag This Post Please let us know here why this post is inappropriate.
Then again, what the heck was I doing specifying something I didn’t have! I haven’t read much of it either.
Students Click Here Join Us! I think it is apprpriate to substitute the more current code provisions, even if the code and the commentary in ASCE makes no mention of that. It’s an interesting read 337-02 what I’ve seen.
I haven’t gotten too far into yet. Thank you for helping keep Eng-Tips Forums free from inappropriate posts. Posting Guidelines Promoting, selling, recruiting, coursework and thesis posting is forbidden.
Why are we looking at Seismic loadings for construction operations? It’s addressed in ASCEthough. Are you an Engineering professional? Download Now The Architecture, Engineering and Construction AEC industry is constantly looking for process improvements to better manage potential project delays and costs. The Eng-Tips staff will check this out and take appropriate action.
ASCE – ASCE (civil) Code Issues – Eng-Tips
I am interested in sharing my thoughts It’s easy to join and it’s free. Indeed, though it is interesting to see awce the ASCE handles construction loads, they did us wrong by charging so much for a little pamphlet that references an old document.
ASCE I haven’t read much of it either.
The Architecture, Engineering and Construction AEC industry is constantly looking for process improvements aece better manage potential project delays and costs. Close this window and log in.
Promoting, selling, recruiting, coursework and thesis posting is forbidden. Resources Few production environments have the luxury of ordering new equipment to replace existing machines on their shop floor. DRC1, You have a point. I just bought a copy. ASCE Indeed, though it is interesting to see how the ASCE handles construction loads, they did us wrong by charging so much for a little pamphlet that references an old document. Are there any problems with the change from fastest mile wind speeds to 3-second gust?
I bought it more because of the discount and the “might need it someday” factor. Click Here to join Eng-Tips and talk with other members! ASCE I just finished reading it three times over I’m somewhat “concerned” that it references ASCE Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework. Such issues are the result of project complexity, size, uniqueness and regulation, as well as the need for virtual team collaboration.
The is before my time honestly but I know around there somewhere, I believe with thethe design wind velocity changed from using the fastest mile to the 3-second gust.
Anything I assce stand to be warned about? ASCE used 3-second gust speeds for wind loads. Few production environments have the luxury of ordering new equipment to replace existing machines on their shop floor.
Join your peers on the Internet’s largest technical engineering professional community. I purchased ASCE because, for the last several months, I’ve been requring construction contractors to be in conformance with it.
By joining you are opting in to receive e-mail. Register now while it’s still free! I think they could have done better with keeping it up to date, at least by referencing the qsce I just finished reading it three times over ASCE I have one, ascs loads correct?
Anyone else have one? That seems like it could be a significant waste of the owner’s money.