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Re: Rebar Hooks & Bend Details[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: Rebar Hooks & Bend Details
- From: Tom.Hunt(--nospam--at)fluor.com
- Date: Tue, 05 Dec 2006 12:02:58 -0800
Rich, Most structural "standard drawing" sets I have seen usually have a generic detail for 90/180 degree primary reinforcement hook details and 90/135 degree details for hoops, stirrups, and ties. I would not consider this unreasonable especially in high seismic zones since the detailer could easily miss some of these settle detail differences. Thomas Hunt, S.E. Fluor "Rich Lewis" <seaint04(--nospam--at)lewisengineering.com> 12/05/2006 06:49 AM Please respond to seaint To <seaint(--nospam--at)seaint.org> cc Subject Rebar Hoks & Bend Details Im submitting a project for the first time to a plan reviewer in Las Vegas. Ive been asked by the plan reviewer to detail rebar hooks and bends. Ive never been asked to do this before by any other plan reviewer. In my General Notes I always state the following: DETAILING OF CONCRETE REINFORCING BARS AND ACCESSORIES SHALL CONFORM TO THE RECOMMENDATIONS OF ACI315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" ACI SP66" DETAILING MANUAL". PLACING OF REINFORCING BARS SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 315R "MANUAL OF ENGINEERING AND PLACEMENT DRAWINGS FOR REINFORCED CONCRETE STRUCTURES" AND CRSI "MANUAL OF STANDARD PRACTICE". Do engineers in Las Vegas have to repeat the typical bend details of ACI on their drawings? How is this typically handled? Thanks for any insight. Rich The information transmitted is intended only for the person or entity to which it is addressed and may contain proprietary, businessconfidential and/or privileged material. If you are not the intended recipient of this message you are hereby notified that any use, review, retransmission, dissemination, distribution, reproduction or any action taken in reliance upon this message is prohibited. If you received this in error, please contact the sender and delete the material from any computer. Any views expressed in this message are those of the individual sender and may not necessarily reflect the views of the company.
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