Compute the magnitude of the resultant force on the indicated area and the location of the center pressure. Show the resultant force on the area and clearly dimension its location. From the figure

PROBIEM 1 AssoHE A BONDARY LAYER FOR A Fluid OVER A F|AT PIATE CAN BE APPROKIMATED BY WHERE U= CONSTANT is THE FREE STREAM VelociTy AND S. S(x) is THE THICKNESS Of THE BON DARY LAYER. ) WHICH BOUNDARY CONDITIONS ARE SATISFIED AND WHICH ONES ARE NOT ? 2) calculATE S* AND g* 3) WRITE AN EXPRESSION FOR THEe wall STRESS, AS A PUNCTION OF U, S AND . WHERE Y is THE Visaosire OF THe Fluid. INDICATE THE DIRECTION OF THE STRESS. 4) OBTAIN AN EQJATION FOR S«) FROM THE MOMENTUM INTEGRAI EQUATION 5) OBTAIN S«)

Compute the surface area of the axi-symmetric domed structure.

w= 30N/m w=65N/m 9m (om 12m 12m 8m Detemine the vesultant force (R) and indieate its location from Poit (B)

Please solve using moody chart

During a mountain climbing trip it is observed that the water used to cook a meal boils at 93 °C rather than the standard 100 °C at sea level. At what altitude are the climbers preparing their meal? (See Physical Properties of Water (SI Units) and Properties of the U.S. Standard Atmosphere (SI Units) for data needed to solve this problem.) Wiley saids the answer is 2059.7m.  I'd appreciate it if somebody would work it out for me

A spherical tank of diameter 1.2 m and wall thickness 36 mm, contains compressed air at a pressure of 29 MPa. What is the absolute maximum shear stress? Lütfen birini seçin: а. 112.3 МPа b. 67.73 MPa с. 120.8 МPа d. None e. 108.8 MPa

A body of mass 25 kg is resting on a horizontal surface, then its m*ax = 245.25 N. Find the m*ay. О а.0 O b. 1 N Ос. -1N O d. -245.25 N

....b) a=105.664

1 I X = √₂49 2 নল Kb nute ? Consider the cylindrical tank drangig due granty through a Som hove Tani dianeter = 50mm 5mm टी If the tank starts with a depth of water of 40cm, détermine the depth of the warler (4) after 12 secs