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- We have used an experimental setup similar to Example 10.1 to determine the value of a spring constant. The deflection caused by the corresponding weights are given in the accompanying table. What is the value of the spring constant? Weight (lb) The Deflection of the Spring (in.) 5.0 0.48 10.0 1.00 15.0 1.90 20.0 2.95Round off to two (2) decimal places From the figure shown, if b = 3 units, determine: a) Product of inertia, Ixy, in units4 b) Minimum Moment of Inertia, in units4 c) Inclination of the principal axes, in degrees Plz do all three subpartsx = 11 fty = 7 fta = 3b = 2theta = 41 degreesF = 70 lbP = 55 lb Find the Moment of F (in lb-ft) about A.If the calculated answer is not whole number, express it in 4 significant figures. If the value is negative, include a negative sign.
- The plane shaded area given in the figure;a) Find the coordinates of the center of gravity (xG, yG) for the given axis set. (r2 = 5cm and the coordinates of the A point are A (15; 10) cm.)b) Calculate the volume of the object obtained by rotating the shaded area around the x-axis by 3600 using the Pappus-Guldinus theorem.vMultiply or divide the following measurements. Answer should contain the correct number of significant digits. 7.808 mol/L x 3.25L= blank mol 20.9476 cm x 19. cm = blank cm to the second power 737.01 g / 76.16 mL = blank g/mLDetermine the moment of inertia (in mm4) of the given figure with respect to x axis. Assume y=95 mm and z=59 mm. Round off only on the final answer expressed in whole number.
- Suppose a liquid has a specific gravity of 6.28. If the measured pressure at the bottom of the tank in which it is stored is 83.58 psi, what is the height of the liquid in feet. answers need to be computed to two decimal places ; examples 6.45In the given figure below, a tube was supported at A and E with a ball and socket and a wire at D connected to F. Determine the following give that Force F is equal to 690.86 N. Note: Express your answer in terms of the units. Observe 3 decimal places. The error threshold is ± 2.50% Relative to the right answer. XB: 188.419mm Xc: 471.768mm Ya: 209.808mm Ze: 155.444 mm Zf: 471.096 mm 5.) Determine the x-component of the moment experienced by the system assuming that there is no wire support. 6.) Determine the y-component of the moment experienced by the system assuming that there is no wire support. 7.) Determine the z-component of the moment experienced by the system assuming that there is no wire support. 8.) Determine the Tension experienced by the wire DF.Show the complete solution and the necessary graphs/diagrams. Use 2 decimal places in the final answer. The rotation of the 0.9-m arm OA about O is defined by the relation Eq. (1), where θ is expressed in radians and t in seconds. Collar B slides along the arm in such a way that its distance from O is Eq. (2), where r is expressed in meters and t in seconds. After the arm OA has rotated through 30°, determine the acceleration of the collar (m/s^2).
- In the given figure below, a tube was supported at A and E with a ball and socket and a wire at D connected to F. Determine the following give that Force F is equal to 690.86 N. Note: Express your answer in terms of the units. Observe 3 decimal places. The error threshold is ± 2.50% Relative to the right answer. XB: 188.419mm Xc: 471.768mm Ya: 209.808mm Ze: 155.444 mm Zf: 471.096 mm 1.) Determine x-component of vector DF. 2.) Determine the y-component of Vector DF 3.) Determine the z-component of Vector DF. 4.) Determine the moment experienced by the system assuming that there is no wire support.PLEASE REFER TO THE GIVEN VALUES IN THE FIGURE. THANKS! Use VIRTUAL WORK METHOD and determine the following unknowns on the frame shown below. Use I = 800 x106 mm4 and E = 200 GPa. Show complete and organized solution. Round-off to two decimal places. - Vertical deflection at point C in mm. - Horizontal displacement of joint B in mm. - Slope of at D in degreesFor the section shown in the figure, determine the following: 1. Area moment of inertia with respect to X-axis, Ix. 2. Area moment of inertia with respect to Y-axis, Iy. 3. Area moment of inertia with respext to X'-axis, Ix' 4. Area moment of inertia with respext to Y'-axis, Iy'.