What a perfect way to deliever...I was completely unable to understand my teachers lec...You made me easy to understand! Thank u sir.! May God Bless u .Love from Pakistan
Sir thanks for your support I understand frames problem. Sir please make video on cable and suspension bridge if this is possible.once again thanku so much for clear my all dought.
@@TanveshDabholkar at 13;31 positive is downwards ua-cam.com/video/o902dL8k0Og/v-deo.html in this link but in this video it's down the datum for neagitive bending moment diagram at 20:00 in this video is there differennce in sign convention for MDM and SDM
Bhanwarlal Prajapat delta settlement hai koi bhi support ka agar wo diya hoga to, is problem me support C ka settlement diya tha, aur C se jude hue members par uska effect hoga matlab member BC-CB aur member CD-DC
Bhanwarlal Prajapat slope Deflection Equation mein delta ka value member tabhi liya jata hai agar koi support us member se juda hua settle hota hai. Nahi to delta 0 liya jata hai
You are hands down my favorite structure analysis tutor on youtube!!!
++
What a perfect way to deliever...I was completely unable to understand my teachers lec...You made me easy to understand!
Thank u sir.! May God Bless u .Love from Pakistan
Thanks for all of your lectures 🙏
please discuss atleast 2or 3 questions of this topic
in you next video
it would be help full
Thanks bro for making this video.
Very very helpful video sir
Great job sir.. It's very helpful, Tq so much☺
Thank you well presented!
I think so For member AB formula is (PL/8) because of Point LOAD is acting on center of BEAM. So can you confirm it?
Great Work Man.
Sir thanks for your support I understand frames problem. Sir please make video on cable and suspension bridge if this is possible.once again thanku so much for clear my all dought.
What about delta value at free end...how to calculate free end deflection value
can you get rotation?
Add procedure for finding normal and shear reaction at joints
Very good video sir but in bending moment diagram some people are taking MAB - ve moment upside and u r taking it down I have seen two three videos
It all depends on sign conventions that different people take. At the end the solution remains the same.
@@DCBAonline thanks for reply and your s videos are just awesome I love it the way you explain lots of love from Hyderabad...
@@DCBAonline sir can you please upload about the designing of retaing wall
this seems a bit messy. Any simpler method to get the moment and deflection?
LOOKING FORWARD FOR MORE VIDEOS
Sure, thank you.
Sir make a video on Finite Difference method and Approximate methods which is in structure analysis 2
Sure Datta i'll take that into consideration, my next topic though is Clayperons 3 Moment Theorem.
Due to sinking of intermediate support positive mid span moment increase hoga ya decrease...??
Plzz rply
it will increase as sinking increase moment
Bro in Mdc why u taken 2E×2I in formula
Because moment of inertia must be 2I
Sir u toolk + ve moment down in dat video description link and in this video it's it's down for negative little bit confused sir please help me out
Can you post the time stamp about which you are asking, and also the video reference that you are talking about
@@TanveshDabholkar at 13;31 positive is downwards ua-cam.com/video/o902dL8k0Og/v-deo.html in this link but in this video it's down the datum for neagitive bending moment diagram at 20:00 in this video is there differennce in sign convention for MDM and SDM
Awesome video sir
Thank you Datta.
very nice sir
Sir, May I suggest that you speak slowly next time please. Thank you. Nice videos.
+John Carver sure.
why dont u use the video speed option ?
Sir $ delta ka man dubra btavo
Bhanwarlal Prajapat kya question hai? Theek se batao
Ok
@@DCBAonline sir delta ki value 15mm hi q li h??
@@aartibhatkar6778 question is waisa hai, aap koi bhi value le lo, answers alag ayenge
How to do linear interpolation
Sir delta ka man nhi smja
Bhanwarlal Prajapat delta settlement hai koi bhi support ka agar wo diya hoga to, is problem me support C ka settlement diya tha, aur C se jude hue members par uska effect hoga matlab member BC-CB aur member CD-DC
Slope deflection m delta ka man nhi SMj aa rha
Bhanwarlal Prajapat slope Deflection Equation mein delta ka value member tabhi liya jata hai agar koi support us member se juda hua settle hota hai. Nahi to delta 0 liya jata hai