ACI 350-08 PDF

This is a free-flow forum. Then are right to use the current standard, or at the very least use the Working Stress code with the correct interpretation. 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. That applies in writing, presentations, meetings and just day to day office communication. Secondly, by using older methods you are deviating from the standard of care practiced by other engineers providing the same services in your locale.

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Meztir Now that you carry an equal responsibility, you wanted to learn as much about those obligations and practices as possible so that you could practice in the manner that the profession expects and in a manner so as to best protect the liability and assets of the company.

I feel like universities could do a better job at emphazising such skills in addition to the technical side. Posting Guidelines Promoting, selling, recruiting, coursework and thesis posting is forbidden.

It will show your boss how you are trying to or have move towards taking ownership of not only your projects but also the well being of the company. New PE Needs Advice 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. While designing my first project using this new approach, I discovered a significant difference in calculations between the two methods. Are you an Engineering professional?

As a new PE my designs will still be subject to review by this senior PE. It is intended that questions and answers benefit more than just the apparent conversation between two people.

I received my PE license about two months ago and will be stamping my first project in the next month. If they are using current codes and standards, the standard of care requires that you do that as well.

Thanks everyone for your comments. In some instances, some portions of the structure need to be twice as thick. 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. He will immediately pick up on the differences and say I been way too conservative. My interpretation aaci ACI — 54 I am sure everyone has a copy is that the 2. Digital Transformation may be defined in a number of different ways by analysts or enterprise software vendors.

So did it turn out that you get to design the current way and stamp your own plans? Defense manufacturing is all about project manufacturing and project accounting. It could also mean the loading assumptions were overly conservative, or have not yet occurred. Hokie66, The doubling of member is not due to a change in the code, but a misinterpretation of the old working stress code. I would like some advice on how I should approach the senior PE with this issue.

Walls should be 1. The only point I would add, is that you want to protect the company as much as you would like to protect your license. Secondly, by using older methods you are qci from acj standard of care practiced by other engineers providing the same services in your locale. We do not have to show the codes used on the Plans. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework. The Eng-Tips staff will check this out and take appropriate action.

Yes, I was pretty sure that you understood your obligations as a P. Close this window and log in. My structural professor in college would joke about what buildings were more important. How did he react besides just agreeing? Then you are right to use the current standard, or at the very least use the Working Stress code with the correct interpretation.

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. Related Posts.

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If uplift develops on the heel axi, then anchor cables must be provided. Note that the damping of the sloshing water is small, approximately 0. Typical earthquake force distributions in slab action 5. Walls parallel to the direction of the earthquake force shall be analyzed as shear walls subjected to the in- plane forces computed in 5. The horizontal distribution of the dynamic pressure across the tank diameter D may be assumed as follows: In rectangular tanks, calculate avi stresses in the wall due to the impulsive and convective pressures, depending on the structural system considered 6. The chapter and section numbering of the code are followed throughout the commentary. Among the subjects covered are: Select an importance factor I from Table 4 c and a soil profile coefficient S from Table 4 b.

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ACI 350-08 PDF

Meztir Now that you carry an equal responsibility, you wanted to learn as much about those obligations and practices as possible so that you could practice in the manner that the profession expects and in a manner so as to best protect the liability and assets of the company. I feel like universities could do a better job at emphazising such skills in addition to the technical side. Posting Guidelines Promoting, selling, recruiting, coursework and thesis posting is forbidden. It will show your boss how you are trying to or have move towards taking ownership of not only your projects but also the well being of the company. New PE Needs Advice 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.

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