Problem 5: Given a Crucible with a base diameter (Din)of 8 mm and the length (L) of the attached half pipe is 10 mm and the height (H) of the crucible is 16 mm. If initially the Crucible is filled to the half with water and we tilt or incline this crucible with angle a until it begins to flow out of the shown structure. Calculate the volume flowrate of the water and the time to be empty. Note: if there is any missing parameter or information you can Assume it and solve the problem. Din Upright position tilted position

Problem 5: Given a Crucible with a base diameter (Din)of 8 mm and the length (L) of the attached half pipe is 10 mm and the height (H) of the crucible is 16 mm. If initially the Crucible is filled to the half with water and we tilt or incline this crucible with angle a until it begins to flow out of the shown structure. Calculate the volume flowrate of the water and the time to be empty. Note: if there is any missing parameter or information you can Assume it and solve the problem. Din Upright position tilted position

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

is the working stress, if the allowable stress in the material is 40 MPa and FOS is 3.5. O a. 1142.8 N/m² b. 114.28 N/mm2 O c. 1.1428 kN/cm² O d. 11.428 N/cm²
For the direct shear example shown below, if F = 33 kN, AAB = ACD = 2146 mm2, the average shear stress in the internal vertical surface AB (or CD), = ______ MPa. Calculate your answer to 1 decimal place.
Question 1 The state of stress of an element is given as follows. The value of normal stress are = = 30MPa, o, = -10MPa and major principal stress , = 50MPa .Then the value of shear stress is. I
The principal stresses represent the maximum and minimum normal stress at the point. True False
Assume o, = 500, o, = 300, TTy = 250, orield = 350. Answer the following questions. Click here for equations. Oy Txy Ox Part A Determine the maximum normal stress along a plane where there is no shear stress. О 131 МPа O 669 MPa O 368 MPa O 234 MPa O 569 MPa Submit Request Answer
The pipe assembly is subjected to the 70-N force(Figure 1). Figure 400 mm 300 mm 200 mm 250 mm 40 30
Approve that? k - P = = (₁ + ² = 1 M²) ² ·(1 P 2 Po k - P = = (₁ + ^² = 1 M²) = ²1 (1 P 2
17 Bending causes increase in the thickness of the sheet metal. Select one: True False
20 ksi 40 ksi 60 ksi The differential element above represents the state of plane stress at a point in a steel beam. Which of the following best represents the magnitude of shear stress on a differential element at the same point but oriented 40 degrees clockwise from the element shown? O52.5 ksi O46.3 ksi 12.5 ksi