I have just question sir why at the last part (letter D of the questions) why did you not solve and add the concentrated load? Why did you just consider the dead and live loads only?
Sir, I have a question about the equation at 10:41. Why is it that we take (1/2)(2/3)(3) if there are two separate triangles at segment ACD? *nagets ko na po. Sobrang Helpful ng video
Hi po, what if upward concentrated/uniform load po yung given? Sa paghanap po ba ng max shear or moment, positive pa rin po ba value niya or negative na?
In reality naman kasi, kapag nka rest sa soil ang structures mo doon lang nag kakaroon nang upward forces. So sa mga suspended structures, so bihira ang upward forces
Hi po. About naman po sa influence line ng statically indeterminate beam gamit ang approach ng method of consistent deformation, ano po ba ang gagawin kapag yung beam may uniformly distributed load na sa whole span ng beam? Please help me po, salamat.
All through out po kung deadload ng beam, then check nyo po sa shear and bending moment diagrams, dapat pareho po ang value na makukuha mong bending moment or shear.
Greate video. Thank you. I have spent a lot of time trying to understand this topic. You summed it up perfectly
Ang galing ng pagkaexplain sir, very simple and easy to grasp!
this is a BIG HELP po, thank you
Nice one sir😉😉
Amaizing explanation i like it!
Thank you po sir 😊
Can you explain how the ordinate at B became -2 ?? using ratio and proportion.. d ko magets 🤔 ..
2/3 ÷1 = X/3
3/1=6/𝐱
bakit siya negative? @@BOOSTWAY02
I have just question sir why at the last part (letter D of the questions) why did you not solve and add the concentrated load?
Why did you just consider the dead and live loads only?
It was added
Please explain how the ordinates at point B is computed by ratio and proportion.
Looks like you were just performing magics there.
how to calculate region proportion at point b 8:01
Sir, I have a question about the equation at 10:41. Why is it that we take (1/2)(2/3)(3) if there are two separate triangles at segment ACD?
*nagets ko na po. Sobrang Helpful ng video
The basic formula, Area of triangle is (1/2)(base)(height)
Sir, is it possible to use that method if there are 3 or more supports?
No, three or more supports are considered as indeterminate beams or continuous beams
Hi po, what if upward concentrated/uniform load po yung given? Sa paghanap po ba ng max shear or moment, positive pa rin po ba value niya or negative na?
In reality naman kasi, kapag nka rest sa soil ang structures mo doon lang nag kakaroon nang upward forces. So sa mga suspended structures, so bihira ang upward forces
❤
Hi po. About naman po sa influence line ng statically indeterminate beam gamit ang approach ng method of consistent deformation, ano po ba ang gagawin kapag yung beam may uniformly distributed load na sa whole span ng beam? Please help me po, salamat.
All through out po kung deadload ng beam, then check nyo po sa shear and bending moment diagrams, dapat pareho po ang value na makukuha mong bending moment or shear.
You didn't show the solving process 😠
Paki explain po.saan galing mga numbers