2.8.7. The floating rod shown in Figure P2.8.7 weighs 150 Ibs, and the water's surface is 7 ft above the hinge. Calculate the angle 0 assuming a uniform weight and buoyancy distribution. 6"x 6"x 12' 7' Hinge Figure P2.8.7

2.8.7. The floating rod shown in Figure P2.8.7 weighs 150 Ibs, and the water's surface is 7 ft above the hinge. Calculate the angle 0 assuming a uniform weight and buoyancy distribution. 6"x 6"x 12' 7' Hinge Figure P2.8.7

Name: 2.8.7. The floating rod shown in Figure P2.8.7 weighs 150 Ibs, and th
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: 2.8.7. The floating rod shown in Figure P2.8.7 weighs 150 Ibs, and the water's surface is 7 ft above thehinge. Calculate the angle 0 assuming a uniform weight and buoyancy distribution.6"x 6"x 12'7'HingeFigure P2.8.7

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

Hello! Can you please assist me in solving these questions. Thank you in advance
A flexible riser is installed in a water depth of 110 m. As shown in Figure 1(Q2) it is clamped to a rigid riser support structure at the water depth of 25 meters. If the apparent weight of the riser per unit of length is 1500 N/m, draft of the vessel is 6 m, sagbend elevation is 18m, and the length of the riser between the support structure and the riser connection point is 160m, calculate of top tension applied at the riser connection point. Assume that the riser is a simple inextensible cable. 110 m 25 m 18 m
A rectangular plate of width 2 m and height 5 m is suspended in the water so that the top of the plate is 1 m below the water surface, what is the force due to water pressure on one side of the plate? (Hint: Using SI units, pg = 9800 N/m.) (Express numbers in exact form. Use symbolic notation and fractions where needed.) F =
If the wall in Fig. 4.29 is 4 m long, calculate the total force on the wall due to the oil pressure. Also determine the location of the center of pressure and show the resultant force on the wall.
The tank shown in the figure 4 is accelerated to the right. Calculate the acceleration a, needed to cause the free surface shown in figure to touch point A, also find p₁, and the total force acting on the bottom of the tank if the width is 1 m. 02m Water Air 2 m Fig. 4
help me find a solution
show the complete solution. please make sure that your handwritten is readable. thank you
3.2 Figure 2 show a vertical flat plate which is fully submerged in water. The plate is 2 m in length and 1 m wide. Calculate the magnitude of the force (F) acting on the plate and the depth where this force will act on the sluice gate. Water Figure 1 R = 0,75 m Figure 2 Water SIME JAN 1,22 2 m
A cylindrical block of wood which has a dimension of 1 ft long and 3 inches diameter, is placed vertically in water as shown in figure below. If the wood has a specific gravity of 0.5, determine whether the cylindrical block of wood is stable or not?
I need handwritten and correct
Rectangle Gate AB has length L and width b into the paper is hinged at B and has negligible weight. The liquid level, water, h does not reach the top of the gate for an angle theta. Find an equation for the force P, required to keep the gate in equilibrium. Solve for width, b. In the figure. (hint: draw a free-body diagram for the left and right side of the gate separately)
Consider the tank shown (Figure 2), where the specific weight of the water is yw = 9800 N/m³ and the specific weight of molasses is ym = 1.4x104 N/m³. What is the pressure at the bottom of the tank if h1 = 3.4 m and h2 = 3.7 m. Water h2 Molasses