ACI 350-08 PDF

Diagonal tension capacity for out-of-plane bending of reinforced masonry walls can be assessed using ACI strength design procedures. Direct. Revisions made to ACI since then will be assembled The main committee Letter Ballot on the proposed revision of did. Prior to , flexural crack control requirements in ACI were based on the so- called z-factor method developed be Gergely and Lutz [8]. Their work was based .

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New PE Needs Advice CivilPE22, As a younger engineer, one of the challenges in your early career is 3550-08 learn how to convey your point in an effective matter. If they’re in responsible charge of the drawings, do it their way. New PE Needs Advice Then you are right to use the current standard, or at the very least use the Working Stress code with the correct interpretation. If they were underdesigned, there’s a good chance that will never come to light.

Join your peers on the Internet’s largest technical engineering professional community. It probably means that the structure is smarter than the engineer, which happens all the time. In some instances, some portions of the structure need to be twice as thick.

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It is intended that questions and answers benefit more than just the apparent conversation between two people. I researched older codes and determined that certain provisions had been misapplied in the methods I was taught aic an EIT.


But he never had to stamp the plans so it wasn’t as big of a deal. We do not have to show the codes used on the Plans. If you do not, you risk being adjudged negligent in your practice I used these methods for the past five years in analyzing and designing structures. Through my experience, I have come to find out that regardless of engineering experience and ability, many engineers lack a little in the communication skill.

I have decided to basically consider both the out dated methods taught to me as an EIT, and ACI and let the most conservative criteria prevail. However, I doubt the mistaken use of 2. Maybe even mention that you used the new standards while studying for your test and now that you passed feel you should bring it to his attention.

Ron, I agree, I should have thought about that before I said it. I also agree that plan checks through a city aren’t exactly going to catch mistakes in numbers.

New PE Needs Advice beton 1, These are environmental structures tanks not high rise apartment buildings. Since he does not want to learn the methods described in newer codes, I will have to take the older code that he has been working from for the past 40 years and show him how it axi been miss-interpreted. On drawings, do you not submit the applicable codes being used?

It will show your boss how axi are trying to or have move towards taking ownership of not only your projects but also the well being of the company. I could not agree more with what Ron describes as your method of approach.


Red Flag This Post Please let us know here why this post is inappropriate. Further, let him know that you will continue to seek such, but that you have a need to achieve some independence in your practice approach and ask him to respect that as long as you don’t ask him to compromise his own judgment and principles. The fact that there have not been problems with the structures designed incorrectly doesn’t mean the standard was wrong.

New PE Needs Advice – Civil/Environmental engineering other topics – Eng-Tips

Yes, I was pretty sure that you understood your obligations as a P. And I still remember that school with a bunch of little kids designed wrong, as an example, was worth nothing compared to something designed wrong for a Nuclear facility. Thanks everyone for your comments. Digital Transformation may be defined in a number of different ways by analysts or enterprise software vendors. New PE Needs Advice So did it turn out that you 350–08 to design the current way and stamp your own plans?

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Emphasize the word “we CivilPE22, As a younger engineer, one of the challenges in your early career is to learn how to convey your point in an effective matter.