Can you make a video for Simply supported beam of length 4 metre carrying point load of 10KN at mid point and carrying UDL of 5KN/metre over full length
@@souvikg347 he didn't mention the whole process, Actually, we divide the section as two region, 1st from A to middle, and middle to B. Then firstly, only in region A to middle we apply the equation of SF and then secondly from we apply the formula from point A to region between middle and B. (Consider once watching how to calculate SF in general)
I think the shear force diagram is wrong, it should be more like two rectangles up and down, not a triangle. Maybe i'm wrong, please let me know what i'm missing here. thankyou
Very nice sir pehli baar smjh aya ye thank you sir🎉🎉🎉
Glad to help you
Fantastic sir apki vedio 100%shu hoti h..... dhnybad
Glad to help you
Great explanation. After searching lot of videos. Got a golden one. Thank you so much❤.
Thanks for your words
Thank you ji🙏🏻
Welcome
love you sir
Thanks for your words
Love you sir you are great 🤞🤞🤞
Thanks for your words
thanks a lot sir
Glad to help you
Thanks sir this videos made more useful got practical knowledge thanks sir make more videos related practical executed loads on building
Thanks for your words and glad to help you
Jab ek support hinge hota h aur dusra roller to bhi aise hi krte h lekin isme dono hinged support h kya isko bhi aise hi kr skte h
Thanks sir g your method is good
Thanks for your words
Can you make a video for
Simply supported beam of length 4 metre carrying point load of 10KN at mid point and carrying UDL of 5KN/metre over full length
Nice sir easy che samjaya
Thanks
Fantastic explain sir..
I was studying before 3 year lern and grow 🤗🤗🤗
Thanks for your words and support. glad to help you
Bhut bdiya bhai
Thanks
Thquuu so much bro 🙏
Glad to help you
Thank u bhai
Glad to help you
Thank you ❤🙏
Glad to help you
Sir please make a video on sfd and bmd on overhanging beam..
Bending moment center is 18
Nicely Explained👍
Thanks
Bhai BMD me aise hi curve bann.jaega?slope kaha pe 0 ho rha hai us hisaab se curve banega to.
Moment = length×force to jahirsi baat he length jahnape 0 hogaga uhnape BMD 0 hoga kunki 0 se kisiko bhi multiple karnepar 0 hotahe
Wo BMD ka curve wrong bana hai .BMD ka curve 1/x^2 ki tarah banega
Thanks bhai
Glad to help you
Well teaching sir
Glad to help you
Sir yehan bending moment at c point pe jo last me 3/2...then at A point pe 6/2 ye q kia ja rha hai mtlb thora samj ni aa rha
Awaz acha hai
One question,you only take 6KN for A right (when there is a udl and RB)but take all the forces when calculating B left.why ??
Same question bro , did you get the answer then plz tell me bro
@@souvikg347 he didn't mention the whole process, Actually, we divide the section as two region, 1st from A to middle, and middle to B. Then firstly, only in region A to middle we apply the equation of SF and then secondly from we apply the formula from point A to region between middle and B. (Consider once watching how to calculate SF in general)
Sir how to take c right
Thanks sir
Glad to help you
Thanks
Glad to help you
Nice to you but mind your teaching
Sir A right ka value minus 6 kiyu nehi aya ?
Nice
Thanks
Kya Sir paper khatam ho raha hai kya
Nice explain tha
Sir please please please make a video on types of gasification processes... Like Lurgi gasification and kopper totzek gasification...
Sir ye to indeterminate beam h simple method se kaise solve kr diya apne
🎉🎉🎉🎉
Thanks
U did not use -ve sign while considering from ri8 to lef8 in bm
in the ( Ma )we have the values Ma= 6×6-2×6×6=0
Then where is the -2????
Is support mein to two side se reaction lagti hain...
I think the shear force diagram is wrong, it should be more like two rectangles up and down, not a triangle. Maybe i'm wrong, please let me know what i'm missing here.
thankyou
In case of udl, shear force will make Triangle because force is acting per unit length, find the force F = w/l ×l
U r right bro
It is possible when simply supported beam is having a concentrated load
Sir please eni topic mese video banavo na boy's law .charls law etc plz sir
Applause
Thanks for your words
Horizontal beam lo na yaar
i have a load of 19.2 kg and the area is 580x 290 mm. How to calculate the load in Kg/m?