Thank you Sir, if you don't mind me asking, what will be the tension of the rope and hence the force applied by the lead to the cylinder? Will it be the weight of the lead minus the buoyancy of the lead?
Hi prof. I'm curious about what if there are oil and water have interface between them. How can i prove the shape of oil-air interface and the oil-water interface are the same?
why are you allowed to create a hinge reaction at b? this doesn't happen in real life. is it bc you would need finite analysis (computer software) to solve bc of the inherent indeterminacy.
The tendency when we measure using tape with sag error is that the tape becomes too short (it measures more than it supposed to measure), so the correction is negative.
Hi, anyone can explain me what happens if a closed vessel is full of water and is subject to draining? What will happen in the volume that won't be occupied by water as time passes? (considering no rotation of vessel)
Very wonderful and nice video, however, i would like to get clarity on why you considered pore water pressure as 0 when solving for the stresses at point B (14mins :58secs). thank you
@@dalitsmt1369 since pore water pressure is computed by the product of unit weight of water to the correspoinding height(measured from point B to groundwater table level)(see @11:47 ), it so happened that point B coincides with the groundwater table which indicates our measured height is 0 resulting to a pore water pressure of 0.
