Recent content by ucody0911

  1. U

    Hydraulic lifting force of this arrangement of pipes

    of course , RHS upwards forces depends volume flows and LHS depressions i just wanted clarify that those F2 , F3 and F4 forces are equal like hydrostatic forces of previous talked subject . Replied as all 3 hydrostatic forces are equal, now here in this case , downward...
  2. U

    Hydraulic lifting force of this arrangement of pipes

    consider , left side depression and right side rises are same for all 3 cases , and A2/A1 = 4 , F1 =100 N then F2 will be 400 N for 1 st case . F3 and F4 will same as 400 N ?
  3. U

    Hydraulic lifting force of this arrangement of pipes

    so then what is the amount of force F2 and F3 ?
  4. U

    Hydraulic lifting force of this arrangement of pipes

    T piece is just hollow piston , therefore hydraulic pushing force exerted on upper side of T piston which has top area of A2
  5. U

    Hydraulic lifting force of this arrangement of pipes

    Hello All, :) Please see the picture , input force F1 and area A1 and second area A2 are all same for 3 cases . in case 2 and 3 , red open outline represents a free-to-move , ie , "T" piece move upward for the 1st case , output force F2 should be F2=A2/A1 x F1 , by pascal's principle ...
  6. U

    B Can the output forces for F3 and F4 be the same as F2 in hydraulic lifting?

    Hello All, pls see picture , input force F1 and area A1 and second area A2 are all same for 3 cases for the 1st case , output force F2 should be F2=A2/A1 x F1 , by pascal's principle , what about output forces of F3 and F4 ? can be same as F2 ? how i calculate them ? thanks
  7. U

    Comparing hydrostatic forces at the bottom of these 3 containers

    had feeling like that, angry teacher is RINGING BELL in school boy's ear and screaming as "NO " and "WHY " and reminding Newton's or pascal's law , i thought that this forum is not for school boys to help to make their homework , but may be my question is kind of level of school knowledge...
  8. U

    Comparing hydrostatic forces at the bottom of these 3 containers

    question is : is F3 not equal to F1 and F2 ? is less than F1 and F2 ? "why ? " - just very needs to clarify for this . :)
  9. U

    Comparing hydrostatic forces at the bottom of these 3 containers

    F1=F2 = pgH x A = 1000 x 9.8 x H x 3.14 x D x D / 4
  10. U

    Comparing hydrostatic forces at the bottom of these 3 containers

    drawing is half cross sections of cylinders ,
  11. U

    Comparing hydrostatic forces at the bottom of these 3 containers

    canceling case of falling , just consider , T piece is fixed and stationary
  12. U

    Comparing hydrostatic forces at the bottom of these 3 containers

    lets consider 2 cases , 1. T piece is stationary fixed , welded along x axis 2 . T piece is falling down
  13. U

    Comparing hydrostatic forces at the bottom of these 3 containers

    hello all , 1st and 2 nd water containers sit on ground and 3rd type of water container sit on fixed support along X axis and bottom parts are suspended in air , pls see picture , the drawing is half cross sections of cylinders All water level heights H and tubes D diameter are same ...
  14. U

    Calculating Force to Push Steel Rod Up 50 cm

    thank you haruspex , Steve4Physics and others , i understood well
Back
Top