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Q1: The wedge shown in the figure below is used to level the member.The coefficient of static friction between the wedge and the two surfaces of contact Determine the horizontal force P that must be applied to begin to push the wedge forward. Neglect the weight of the wedge. See Answer
Q2: Consider the channel shown in the figure below. Supposethat a = 330 mm, b 220 mm, c = 50 mm. Determine the location y (y bar) of the%3Dcentroid of the channel's cross-sectional area. Determine the moment of inertiaof the area about this axis.See Answer
Q3: 1. Find the resultant moment acting about the base of the tree. See Answer
Q4: Please upload the details solution here (PDF file); (Please show all the steps followed to reach the answer).See Answer
Q5:P = 1030 N M = 98 Nm The two beams are shown below. Please have every item requested below. All plots must either be hand drawn or generated using MATLAB. If the graphs are created in any other way, then no credit will be received. Work must be presented in a reader friendly format. Please have the free body diagram with each consecutive diagram displayed below it, the same way the project summary page was designed. 1) Beam 1 a. Free body diagram b. Normal force diagram c. Shear force diagram d. Moment force diagram e. Shear force singularity function f. Moment force singularity function 2) Beam 2 a. Free body diagram b.Shear force diagram c. Moment force diagram d. Shear force singularity function e. Moment force singularity function See Answer
Q6:Prob. 2.13-5. A titanium-alloy bar has the following original dimensions: a = 10 in., b = 4 in., and c = 2 in. The bar is sub- jected to stresses ₂ = 14 ksi anda, = -6 ksi, as indicated in Fig. P2.13-5. The remaining stresses-2 Ty Tz, and Tyz- are all zero. Let E = 16 x 10³ ksi and p = 0.33 for the titanium alloy. (a) Determine the changes in the lengths: Aa, Ab, and Ac, where a = a + Aa, etc. (b) Determine the dilatation, ev. C6 ksi P2.13-5 14 kslSee Answer
Q7:Prob. 2.13-8. A thin, rectangular plate is subjected to a uni- form biaxial state of stress (,,,). All other components of stress are zero. The initial dimensions of the plate are L₂ = 4 in. and Ly = 2 in., but after the loading is applied, the dimen- sions are L = 4.00176 in., and L=2.00344 in. If it is known that = 10 ksi and E= 10 x 10²³ ksi, (a) what is the value of Poisson's ratio? (b) What is the value of o,? P2.13-8 o₂ = 10 kslSee Answer
Q8:Prob. 2.9-5. A bar with rectangular cross section is subjected to an axial tensile load P, as shown in Fig. P2.9-5. (a) Determine the angle, call it enas of the plane NN' on which Tnt = 2σn, that is, the plane on which the magnitude of the shear stress is twice the magnitude of the normal stress. (b) Determine the angle, call it Onb, of the plane on which on = 27nt (Hint: You can get approximate answers from Fig. 2.34.) P N N' P2.9-5 (5000)See Answer
Q9:Prob. 2.9-10. At room temperature (70°F) and with no axial load (P = 0) the extensional strain of the prismatic bar (Fig. P2.9-10) in the axial direction is zero, that is, x = 0. Subsequently, the bar is heated to 120°F and a tensile load P is applied. The material properties for the bar are: E = 10 x 10³ ksi and a = 13 x 10-6/°F, and the cross-sectional area of the bar is 1.8 in². For the latter load-temperature condi- tion, the extensional strain is found to be ex = 900 × 10¯6 in.. (a) Determine the value of the axial tensile load P. (b) De- termine the normal stress and the shear stress on the oblique plane NN'. (Note: The total strain is the sum of strain asso- ciated with normal stress o, (Eq. 2.14) and the strain due to change of temperature AT (Eq. 2.8).) Gage measures extensional strain €x N N' 25° P2.9-10 P ·xSee Answer
Q10:Remember to think about what you are given and what is happening in the problem to pick a coordinate system. 1 A radar is tracking a rocket. At some instant of time, the distance, r, and angle, 0, are measured as 10 mi and 30°, respectively. From successive measurements, the derivatives, r, , 0, .. and are estimated to be 650 ft/s, 2 2 165 ft/s, 0.031 rad/s, and 0.005 rad/s, respectively. Determine the velocity and acceleration of the rocket.See Answer
Q11:(2) The bead shown is sliding around a circular ring 3 m in diameter. At the instant shown ( 30 ), the speed of the bead is v = 2 4 m/s and the speed is increasing at a rate of v = 5 m/s². Determine the acceleration (magnitude and direction) of the bead. 1.5m given the components use right triangle geometry to determine the angle.See Answer
Q12:3) A man distributing newspapers by car tosses a bundle of papers from the car as shown. If the car is traveling at 15 km/h and the papers are tossed with a velocity of 5 m/s relative to the car and perpendicular to the motion of the car, determine a. The velocity of the papers relative to the sidewalk. The angle between the velocities V and V P b.See Answer
Q13:4 A 15-kg block of ice slides on a horizontal surface for 20 m re it stops. If the initial speed of the block was 15 m/s, determine The force of friction between the block of ice and the surface. The kinetic coefficient of friction between the block of ice and the surface. b. 15 kg 15 m/s 20 m *hint: After Summing equations you will have a function of F and a 0 m/s (both unknown). use a= v dv dx then separate the variables and integrate. Remember your integration constant is your initial condition for the variable you integrate with. a is a function of v and F is a function of x in this case.See Answer
Q14:(5) Two bodies A (WA = 50 lb) and B (W = 75 lb) and the frame B on which they rest rotate about a vertical axis at a constant angular velocity of 50 rev/min. If friction between the bodies and the frame is negligible, determine The tension T in the cable connecting the bodies. a. b. The force exerted on body B by the stop. visualize what is happening B 25 in. 15 in.See Answer
Q15:The container is rotating about a vertical axis with a constant angular velocity. Determine the angular velocity e for which the 2-kg ball will maintain a fixed position relative to the friction- less side of the container. 100 mm 60°See Answer
Q16:Problem 1 F9-1. Determine the centroid (x, y) of the shaded area. 1m -y=r³ 1m XSee Answer
Q17:Problem 3 9-41. Locate the centroid 7 of the frustum of the right-circular cone. -R-See Answer
Q18:Problem 5 F9-9. Locate the centroid y of the beam's cross-sectional area. 400 mm- 50 mm 50 mm 50 mm 200 mmSee Answer
Q19:Problem 6 9-61. Determine the location y of the centroid C of the beam having the cross-sectional area shown. 15 mm 150 mm 15 mm -150 mm B -15 mm 100 mmSee Answer
Q20:Problem 1 P7-1. In each case, calculate the reaction at A and then draw the free-body diagram of segment AB of the beam in order to determine the internal loading at B. Tim+in+ m E 300 N/m B (a) |--2m-2m 18 g C 2m 200 N-m 200 N/m 3mSee Answer

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