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Very useful and good understanding ❤
Great and easiest explanation... Thanks bro. Pls upload more videos on SFD and BMD problem solving
Thank you so much for the clear explanation!
Glad it was helpful!
your the goat
Great Teaching
Thank you for the detailed explanation
You are welcome!
Much appreciated your explanation❤
Great video, have being trying to understand udl and your video helped me a lot, much love from Kenya 🇰🇪
Thank you so much
Perfect method. Thank you.
You're welcome!
你超猛的,聽不懂你的語言我卻看得懂整個分布圖,
Sir when you find out moment of udl that time 8×4×(4÷2) +5×5=Rb×6 hona chahiye
how did you get Rb value 5.86kn
41/7
Sorry sir, SFdr for SF diagram should be - 4.14 or - 5.86?
Could you clarify how length x=3.57 become force at maximum point E?
Same question
Look back 10 Standard Maths Similarity of Triangles
Can you also do for moving loads, and triangular loads example? Thank you.
while taking moment at E its length is 3.57, doesnt the point load 8 kN will be counted as Moment at E = 7.14*3.57-2*3.57²/2-8*1.57 ??
Bro 8 KN is UDL and 3.57 is also udl but 3.57 is part of 8 hence we will neglect it because we Have created Individual Udl of that
How Rb =5.86kn
There's something wrong here
💩
Very useful and good understanding ❤
Great and easiest explanation... Thanks bro. Pls upload more videos on SFD and BMD problem solving
Thank you so much for the clear explanation!
Glad it was helpful!
your the goat
Great Teaching
Thank you for the detailed explanation
You are welcome!
Much appreciated your explanation❤
Great video, have being trying to understand udl and your video helped me a lot, much love from Kenya 🇰🇪
Thank you so much
Perfect method. Thank you.
You're welcome!
你超猛的,聽不懂你的語言我卻看得懂整個分布圖,
Sir when you find out moment of udl that time 8×4×(4÷2) +5×5=Rb×6 hona chahiye
how did you get Rb value 5.86kn
41/7
Sorry sir, SFdr for SF diagram should be - 4.14 or - 5.86?
Could you clarify how length x=3.57 become force at maximum point E?
Same question
Look back 10 Standard Maths Similarity of Triangles
Can you also do for moving loads, and triangular loads example? Thank you.
while taking moment at E its length is 3.57, doesnt the point load 8 kN will be counted as Moment at E = 7.14*3.57-2*3.57²/2-8*1.57 ??
Bro 8 KN is UDL and 3.57 is also udl but 3.57 is part of 8 hence we will neglect it because we Have created Individual Udl of that
How Rb =5.86kn
41/7
There's something wrong here
💩