Velikost videa: 1280 X 720853 X 480640 X 360
Zobrazit ovladače přehrávání
Automatické přehrávání
Přehrát
Sir, I agree 💯 with your approach. However, if the point load corresponds with a horizontal distance of 2m, then it is acting at 2.5m on the member/beam. Ay = 9kN; By = 6kN & Ax = 4.5kN
Can you please explain how how got by4.8 and bx 3.6
Why did not we just use the similar triangle also in solving Ay?
Hi dear...why cosine is used for x axis ( horizontal) and sine for y axis ( vertical).. Hope to clear this point as soon as possible!!!
I was wondering the same thing... if you find any related videos that clears this up please let me know
hello sir , how did it come up to have answers 3.6 KN and 4.8 KN?
I see .. I got it .. thank you for the video sir
Please explain
I think the perpendicular distance from A in case (1) is incorrectly shown
3.6 & 4.8 kn...explain please
explanation was very confusing
Sir, I agree 💯 with your approach. However, if the point load corresponds with a horizontal distance of 2m, then it is acting at 2.5m on the member/beam.
Ay = 9kN; By = 6kN & Ax = 4.5kN
Can you please explain how how got by4.8 and bx 3.6
Why did not we just use the similar triangle also in solving Ay?
Hi dear...why cosine is used for x axis ( horizontal) and sine for y axis ( vertical).. Hope to clear this point as soon as possible!!!
I was wondering the same thing... if you find any related videos that clears this up please let me know
hello sir , how did it come up to have answers 3.6 KN and 4.8 KN?
I see .. I got it .. thank you for the video sir
Please explain
I think the perpendicular distance from A in case (1) is incorrectly shown
3.6 & 4.8 kn...explain please
explanation was very confusing