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CKV
เข้าร่วมเมื่อ 5 ส.ค. 2020
SECONDARY CONSOLIDATION SETTLEMENT SAMPLE PROBLEM
SECONDARY CONSOLIDATION SETTLEMENT SAMPLE PROBLEM
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วีดีโอ
Principles of Hydrostatics Part 3 of 3 updated
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I re-uploaded this video due to some minor corrections on the solutions. Have a great day!
FLUID PROPERTIES
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This is a recorded lecture from one of my classes. Have a great day!
WATER HAMMER with Sample Problems Lecture Recording
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Good day! This Video is a recorded lecture from one of my classes in Civil Engineering. Have a great day!
Lecture 1: Distance Measurement
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This lecture is intended for Civil Engineering Students taking up Fundamentals of Surveying. The lecture is adopted from California State Ag Mechanics Curriculum
Consolidation Settlement on Pile Group part 3
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Consolidation Settlement on Pile Group part 3
Pile Foundations Pile Capacity of a single Pile Part 1
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Pile Foundations Pile Capacity of a single Pile Part 1
STRESS DISTRIBUTION ON CONCENTRATED LOAD (Boussinesq and Westergaard Equation)
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STRESS DISTRIBUTION ON CONCENTRATED LOAD (Boussinesq and Westergaard Equation)
Fundamentals of Fluid Flow : Sample problems Part 4
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Fundamentals of Fluid Flow : Sample problems Part 4
Fundamentals of Fluid Flow : Sample problems Part 3
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Fundamentals of Fluid Flow : Sample problems Part 3
Fundamentals of Fluid Flow: Bernoulli's Equation Part 2
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Fundamentals of Fluid Flow: Bernoulli's Equation Part 2
Relative Equilibrium of Liquids Part 4: Rotating Closed Vessel
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Relative Equilibrium of Liquids Part 4: Rotating Closed Vessel
Relative Equilibrium of Liquids Part 3 : Rotating Open Vessels
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Relative Equilibrium of Liquids Part 3 : Rotating Open Vessels
Hydrostatic Force on Surfaces part 1of 2
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Hydrostatic Force on Surfaces part 1of 2
Principles of Hydrostatics Manometers Part 2 of 3
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Principles of Hydrostatics Manometers Part 2 of 3
salamat po. so far kayo lang dito sa yt yung super detailed ang turo waahhhhhh. i hope u can solve more problems pa po in hydrostatics
198 Domenica Estates
595 Rath Cove
uu have opened my mind thank you so much
833 Kuphal Falls
07301 Jacobson Mill
THANKS ENGR
Y don't you speak in one language
The video is meant for Filipino students.
6726 Antwan Lakes
sir more poooo
Thank you so much
Thank youuuu This really helped me!
i hope you will continue to post free lectures sir.... 🥺🙏🏻more power to you
are you filipino sir
Great example problems and clear explanation…thank you!🙏🏽
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?
This was useful thankyou!
Thank you sir i have my semester exam and not getting the ans how to solve this particular question thanks one again sir
Velocity at A po dipo m po dapat yung unit non dipoba? so magiging 0.2m at 0.15m
magccancel out lang po naman kase yung dalawa so okay lang
Thank you po♥️
e=0.39, not 0.039
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?
Thank you kuya CK☺️
thankks !! helps a lot
Thank you. Very rare example.
Great video brother . Keep it up 👏👏👏
The area of pile base should be multiply by 0.5 sir
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.
bc the manual says so. dont think about it, just compute.
your accent is not clear :(
Hello. Shouldn't you substract Sc from H to get Hp, which you'll use in order to find Ss?
Perfect ❤
hindi po ba 0.39 yung "e" po? thank you!
Please, I would like to know the name of the reference from which you are explaining
One of the reference book I use is Principles of Foundation Engineering by Braja M Das.
@@ckv7929Thank you very much. What is the name of the other reference and I will be grateful to you
napakaaadaming adssssssssssssssssss grabe
Very basic lang pala hehe
What book do you use po?
Ask ko lang po sir bakit may negative don sa before sa w², sa formula kasi na binigay ng prof namin eh walang negative don. - Sag topic
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.
Wala po bang correction due to temperature example?😅
Thank you so much 🙏
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)
I will make a video for that topic soon. 😊
@@ckv7929 Ohh, that's great. Will have a look on the channel.
you deserve more subscriber. Thanks
can u show the derivation of formula MB0 = B2/12D (1 + 0.5tan(theta)^2)
37:57
Excellent job. Well explained.
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
I'm asking this question because it states that the soil at point B is saturated
@@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.
@@ckv7929 thank you so much..Makes so much sense 😌
Thank u ur explanation is very easy to understand
why consider that additional pressure in side B, and not only considere 1.2 as h, in closed vessels? explain that please
Why in part b is not considered that h is only 1.2m, could you explain that to me please?
This was very informative