Скачать с ютуб Steel Column Base Plate Anchorage Design Example | Using AISC 15th Edition| Civil PE Exam Review в хорошем качестве

Steel Column Base Plate Anchorage Design Example | Using AISC 15th Edition| Civil PE Exam Review

I reveal one of my BIGGEST Civil PE Exam TIP for those who stick around! Kestava Engineering gets into the design of a steel column base plate anchorage. We show how to determine the tensile uplift acting on an anchor due to eccentric column loads with a design example that walks us through the AISC 15th edition steel manual. This design example is very likely to show up in some form of the civil / structural professional engineering exam. This is a great steel column design example for design professionals as well! Grab a seat, get into the auditorium, put down the latte and lets boogie. 👇 SUBSCRIBE TO KESTÄVÄ ENGINEERING’S YOUTUBE CHANNEL 👇    / @kestava_engineering   For business inquiries email: [email protected] Follow me on LinkedIn:   / richard-racz-pe-620b1792   Civil Structural PE exam will be here before you know it! (Check NCEES website to confirm time, date, and location!!) NCEES Website 👇 https://ncees.org/ Brave Browser 👇 https://brave.com/ (I am not affiliated or receive compensation from Brave) Music by 👇 https://www.epidemicsound.com/ . . . . . . . . . Disclaimers: Richard Racz, P.E. does not hold the title "structural engineer". Any claim of it in the videos or descriptions is unintentional and is superseded by the title "civil engineer" in the states of MA and OR. The Kestävä Engineering YouTube page is intended for informational purposes only. Nothing contained in, or provided through, this YouTube page is intended to constitute advice, or to serve as a substitute for the advice of an engineering professional. Any reliance you place on such information is strictly at your own risk. Under no circumstances will Kestävä Engineering be responsible or liable in any way for any content, including but not limited to, any errors or omissions in the content, or for any loss or damage of any kind incurred as a result of any content communicated on this YouTube page.