Examveda
Examveda

A vertical rectangular plane surface is submerged in water such that its top and bottom surfaces are 1.5 m and 6.0 m res-pectively below the free surface. The position of center of pressure below the free surface will be at a distance of

A. 3.75 m

B. 4.0 m

C. 4.2m

D. 4.5m

Answer: Option C


Join The Discussion

Comments ( 11 )

  1. Solomon Lesman
    Solomon Lesman :
    9 months ago

    h=(d^2/12*x)+x, where x is center of gravity from the surface of fluid
    =4.5^2/(12*3.75)+3.75
    =(20.25)/45 + 3.75
    =4.2

  2. Stoinis Bharath
    Stoinis Bharath :
    1 year ago

    h=1.5+6-1.5/2
    h*=3.75+b×(4.5)^3/12×b×4.5×3.75=4.2m

  3. Stoinis Bharath
    Stoinis Bharath :
    1 year ago

    h=1.5+6-1.5/2=3.75
    h*=3.75+b×4.5^3/12×b×4.5×3.75=4.2m

  4. Shahzad Khan
    Shahzad Khan :
    3 years ago

    Center of pressure for rectangle = 2* h/3 = 2*6/3 = 4

  5. Culprit
    Culprit :
    3 years ago

    center of pressure= (b x 4.5² )/(12x 3.75x4.5) + 3.75
    = 4.2

  6. Zakir Ullah
    Zakir Ullah :
    3 years ago

    H°=(lg/A*h) +h'
    Ig=1*4.5^3/12=7.59
    A=1*4.5=4.5
    h'=1.5+4.5/2=3.75
    h=4.5
    Put all values
    H°=(7.59/4.5*4.5) +3.75=4.12

  7. Niks Lody
    Niks Lody :
    3 years ago

    jafar & mahfuzar both are wrong....
    soln...
    centre of pressure= c.g+(moi/(area×c.g) )
    considering per metre breadth....
    moi=(1/12)×1×4.5^3=7.59
    cg=1.5+(6-1.5)/2 =3.75
    so ....
    cp = 3.75+(7.59/(4.5×3.75) )
    =4.2m

  8. Jafar Eng
    Jafar Eng :
    4 years ago

    h = 6-1.5 =3.5 m
    * hc = 3.5 + 1.5/2 + 1.5/4 = 4.12 m

  9. Mahfuzar Rahman
    Mahfuzar Rahman :
    4 years ago

    1.5+ (6-1.5)/2= 3.75

  10. Jafar Eng
    Jafar Eng :
    4 years ago

    How ?

  11. Avinash Parmar
    Avinash Parmar :
    6 years ago

    Solution for the sum

Related Questions on Hydraulics and Fluid Mechanics

Fluid is a substance that

A. cannot be subjected to shear forces

B. always expands until it fills any container

C. has the same shear stress.at a point regardless of its motion

D. cannot remain at rest under action of any shear force