Every Engineer Should Know How to Create Load Combinations.
Вставка
- Опубліковано 20 сер 2024
- If you like the video why don't you buy us a coffee www.buymeacoff...
Our recommended books on Structural Engineering. amzn.to/3FpwLyK
To stay up to date, please like and subscribe to our channel and press the bell button!
/ @structuralengineercalcs
Quality Structural Engineer Calcs Suited to Your Needs.
Trust an Experienced Engineer for Your Structural Projects.
Please feel free to get in touch.
Same day response with fast turnaround servicing commercial & domestic design.
Phone +447443904751
Email info@structuralengineercalcs.com
www.structural...
One of the most clearly explained video on load combination that I've ever seen..
Thank you very much, very infornative explanation
nice video, i wanna see more of this on daily
Thank you so much great & sorted explanation.
nice video i wanna seee more of these type videos
Thank you very much.
Thanks for your great video! Here comes a question, could you do a video regarding seismic actions?
Your videos are amazing could you do it in Indian standard?
Please inform how to find moments in edge and corner columns in multistory RCC frame buildings
Is it okay to consider (2 or more as leading variable) both floor load and wind load as leading load in equation 6.10? or in Equation 6.10 the leading variable should only be one?
What is the meaning of favourable and unfavourable action in the code, and What is it related to?
Very useful
load combinations vary depending on structural code used (depending on different countries). would have been better if you included the specific code you used here in the description or title of the video itself.
BS EN 1990
The problem arises when structural engineers require geotech engineers to perform these checks. Utter chaos!
Isn'it like the difference between 6.10 and 6.10a-b is 0.1G reduction at the end of the day ?
Wow ilik
👏👏👏
Earthquake?
I hate rorbot voice😢
Thank you very much.