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.
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Arashikus While designing my first project using this new approach, I discovered a significant difference in calculations between the two methods. I can also see him making the argument that there are literally dozens of these structures that have been designed under the same criteria and have withstood the wci of time, which in my opinion has significant merit. Students Click Here Join Us! If the codes have been updated, why are they being ignored or not used? New PE Needs Advice Then you are right to use the current standard, or at the very least use the Working Stress code with 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.
New PE Needs Advice beton 1, These are environmental structures tanks not high rise apartment buildings. The Eng-Tips staff acii check this out and take appropriate action. Ron, I agree, I should have thought about that before I said it. 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.
How did he react besides just agreeing? It could also mean the loading assumptions were overly conservative, or have not yet occurred. What I really need is some advice on how to approach the Senior Engineer.
He will immediately pick up on the differences and say I have been way too conservative. The only point I would add, is that you want to protect the company as much as you would like to protect your license. I work for a smaller consulting firm. Well guys, thanks for your help. I would like some advice on how I should approach the PE with this issue. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students their homework.
Are you an Engineering professional? It is intended that questions and answers benefit more than just the apparent conversation between two people. Tell him to stamp it if he wants it done his way?
You can always quote him some recent rules from the current Ethics Test you just took and passed. TOP Related Posts.
ACI 530-08 PDF
Arashikus While designing my first project using this new approach, I discovered a significant difference in calculations between the two methods. I can also see him making the argument that there are literally dozens of these structures that have been designed under the same criteria and have withstood the wci of time, which in my opinion has significant merit. Students Click Here Join Us! If the codes have been updated, why are they being ignored or not used?
ACI 350-08 PDF
Goktilar Get to Cai Us. Pages with related products. This book is organized. Get fast, free shipping with Amazon Prime. Page 1 of 1 Start over Page 1 of 1. An empirical design method applicable to buildings meeting specific location and construction criteria are also included. Customers who viewed this item also viewed.
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.