We Should consider if there was any support at B and C point, B and C are Continuous here. If u have watched problem 3 there was Supports at B and C, that's why moments were applied before calculation of Final Reaction
Sir aap is questions m udl ka fix end moment nikal rahe ho to usme load ko distance se multiply nahi kar rahe ho like 30*4 Kaya isme direct load rakhteh kaya
No Because there is only 2 Supports and it can be Directly Solve by Equilibrium equations Moment Abt A ,Fy Moments of A and D we already got in final moment Remaining reaction ( RA, RD ) 2 reaction can be solved by 2 Equation €Ma & Fy
Sir there a problem which is too difficult and full of confusion I have tried soo many times by ur method but still unable to solve how should I show u that problems diagram pls solve it for me my internal is soo near
Hello first of all thank you for such amazing explanation, I saw this video as a reference to solve a question but I'm facing a difficulty, the question was to solve the numerical 1 you solved in three moment theorem playlist but with slope deflection method, but I can't seem to get the same net BMD with slope deflection method as by in three moment theorem, please help is there error in my calculations or is it supposed to differ?
While calculating the reactions using summation Ma=0...moment at A and D should be considered as well.
u r right broo
Yes sir na moment considered nhi kia ha
you're right bro
Thanks a lot for creating such a helpful video. U r doing great for students, keep going.
Your teaching really helped me
Thank u sir
Sir while calculating the final support reactions why are you not considering moments at A and D ? Please explain it sir
That's my doubt also, did you find the answer
Fabulous method of teaching sir 😃
Ek nmbr sir
shear force calculation pe apne end moments ko consider kyun nhi kiya ? (Ra and Rd )
1 more example problem sir ....4 points ka and end of the support is simply supported
Nice brother... Keep it up...
sir while calculating the final support reaction we have not used the final moment ? i think we should consider that moment also. pls sir explain it.
We Should consider if there was any support at B and C point,
B and C are Continuous here.
If u have watched problem 3 there was Supports at B and C, that's why moments were applied before calculation of Final Reaction
@@GaneshShegarbut sir we have to consider the moment at A and D why you are not considering it ? Please explain sir
Nice method sir
Thank you sir
Sir aap is questions m udl ka fix end moment nikal rahe ho to usme load ko distance se multiply nahi kar rahe ho like 30*4
Kaya isme direct load rakhteh kaya
Fixed support have net moment not equal to zero equillibirium equation is wrong sir
Sir pls make videos on over hanging beam with udl
Sir agar D end simply supported hota to conditions of equilibrium kya hoti
Sir while calculating support reaction of this beam does it needed to put final moment Mab and Mdc on point A and D.
Yes all the Final Moments you have to put AB BA BC CB CD DC
@@GaneshShegar So the calculation of support reaction found in this video wrong?
No Because there is only 2 Supports and it can be Directly Solve by Equilibrium equations
Moment Abt A ,Fy
Moments of A and D we already got in final moment
Remaining reaction ( RA, RD ) 2 reaction can be solved by 2 Equation €Ma & Fy
Sir there a problem which is too difficult and full of confusion I have tried soo many times by ur method but still unable to solve how should I show u that problems diagram pls solve it for me my internal is soo near
Hello first of all thank you for such amazing explanation, I saw this video as a reference to solve a question but I'm facing a difficulty, the question was to solve the numerical 1 you solved in three moment theorem playlist but with slope deflection method, but I can't seem to get the same net BMD with slope deflection method as by in three moment theorem, please help is there error in my calculations or is it supposed to differ?
You can solve by any method the final answer will be same, you might doing any mistake.
@@GaneshShegar ya I think so too, 4 unknowns appear over there, but I'll figure it out, thankyou
Plz make videos for sway frames and beams
It's already there plz check playlist
@@GaneshShegar no..... slope deflection of beam (sinking of support) is not there in the playlist.....
Sir ap na At point A and point D pa moment add nhi kia ha plz sir explain
bhai jab ek hi apan me 2 point load diye ho to kya karna hai
How should I contact u ?
The final answer is not same when calculated by taking final moments please give satisfactory Answer
who to find vertical deflection at c here
Tell me in English bro please bro