You have explained beautifully. I have one question as you said the load follows shortest path. For example the bearing load on the base plate is 0.8 N/mm2 and we are taking the cantilever part as shown by you with stiffeners. The base plate projection after column flange is 200 mm and the base plate width is 150mm. How much force will go to stiffeners and how much to column flange?
You can see that I avoid numerical. I only discuss the concept.. so please don't go into numbers.. still if you want use effective area method 50% rule
Good explanation 🙌
Glad you liked it
You have explained beautifully.
I have one question as you said the load follows shortest path. For example the bearing load on the base plate is 0.8 N/mm2 and we are taking the cantilever part as shown by you with stiffeners. The base plate projection after column flange is 200 mm and the base plate width is 150mm. How much force will go to stiffeners and how much to column flange?
Also I remember there is a 45degrees angle rule for distribution of forces.
Right
Can you give a tutorial to design the stiffener at the top of circular hollow steel column - both ends fixed?
I will try 🙏
Nice video sir❤
So nice of you
Do we need to apply load from bottom only sir?
Very nice explanation 👍
Glad you like it
Very nicely explained
Keep watching
So Tonmoy Can we trim off that unsupported area?
No, let it be, it will contribute to bearing
superb explanation.
Appreciate your support 🙏
Good explanation..😊
Glad you liked it
Could you pls explain how to assign lx , ly and lz parameters in staad
I'll try
Sir but tell me how much unsupported length we can take after providing stiffener so we can decrease thickness of base plate???
You can see that I avoid numerical. I only discuss the concept.. so please don't go into numbers.. still if you want use effective area method 50% rule
Nice video, but too many OK 😂 Keep up the good work mate
Noted!
Thanks Sir🙏
Welcome 🙏
👍🏼
sure
You are suberb
thank you dear