A force F = 470N is applied to the end of the lever pivoted at point O. Determine the moment of the force about the point O. Take 6=40°. Choose nearest correct answer. %3D %3D 60° a. -78875.37 N.mm O b. -72008.18 N.mm O C. -120844.07 N.mm O d. -60422.04 N.mm 200 mm 17
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A: We are suppose to solve only one question. Please post other question as a separate question.
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Q: Q1: Determine the moment of 50N force shown in Fig. about point O by at least ways? two 100 mm- 200…
A: We are suppose to solve only one question. Please post other question as a separate question.
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- Determine the magnitude of moment (Nm) of the 383-N force about point A if x = 0.55 m , y = 0.69 m, and θ = 41.4ᵒ. Round off only on the final answer expressed in 3 decimals. Instead of units, type either POSITIVE or NEGATIVE to indicate the direction of moment which is consistent with the sign convention discussed on lectures. Sample answers are 12.908 POSITIVE or 12.908 NEGATIVERigid arm AB is subject to a downward force F=270 lbf. It is supported by asquare shaft journal bearing at A and a cable BC.A. Draw a clear and large free-body diagram (FBD) to show all reaction components on AB. Ifany are not engaged, cross them out and add the note “N.E.” for “Not Engaged.” You do NOTneed to set up any equations or solve for any of the reactions.B. Find the unit vector for cable BC.PROBLEM 4: The boom OC is subjected to tension forces at A and C. It is known that the tension in A is 26 kN and at C is 12 kN. Unit vector CE. (ANSWER: -0.38i-0.87j+0.32k) Tension at A. (ANSWER: 13.20i-15.8j+15.8k kN VECTOR COMPONENT FORM) Moment about O due to the given forces. (ANSWER: 78.71i+0j+3.2k kN VECTOR COMPONENT FORM)
- The three-bar truss in Fig. a is subjected to a horizontal force of 5 kip. If the cross-sectional area of each member is 0.20 in2, determine the horizontal displacement at point B. E = 29(103) ksi.(a) Determine the internal shear force and bending moment in member BCDE immediatelyto the left and to the right of pt. D. (b) Determine the internal shear force and bending momentin member AC at mid-length between pts. A & C.Provide FBDs to illustrate the direction of each internal force.The jib crane supports a load of 750 lb from the trolly which rides on the top of the jib. Determine theinternal normal force, shear force and moment in the column at point D when the trolley is at the positionshown in figure 8. The crane members are pinned together at B, E and F and supported by a short link BH.
- The shaft is supported at its ends by two bearings AA and BB and is subjected to the forces applied to the pulleys fixed to the shaft. (Figure 1) The T1=T1= 585-NN forces act in the -zz direction and the 200-NN and 80-NN forces act in the +yy direction. The journal bearings at AA and BB exert only yy and zz components of force on the shaft. Part A Determine the resultant normal force on the cross section at CC. Express your answer to three significant figures and include appropriate units. NC= values ? NC= units? Determine the resultant shear force in the yy direction on the cross section at CC . Express your answer to three significant figures and include appropriate units. (VC)y Values ? (VC)y units ?How much work is done by the force in the spring when the slender rod rotates clockwise about the fixed pin support at O from the vertical position (where AB is horizontal) to the horizontal position? The spring has a stiffness of k = 125 N/m and an unstretched length of 0.15 m. Take d1= 0.29 m and d2= 0.85 m. Choose the correct answer. a) 94.9 Joule b) 99.9 Joule c) -99.9 Joule d) 0 Joule e) -94.9 JouleUse the picture to solve these questions 1-The magnitude of the moment induce by the load about the Line-EF is _____ kN*mm. 2- The direction of the moment induce by the load about the Line-EF is _____ kN*mm. 3- The direction of the moment induce by the load about the Line-CD is _____ kN*mm. 4- The state of the internal force at the mid-point of Member-BD _____ . Enter "1" for "tension". Enter "2" for "compression" Enter "3" for "torsion" Enter "4" for "neither tension, nor compression, nor torsion 5- The state of the internal force at the mid-point of Member-BF _____ . Enter "1" for "tension". Enter "2" for "compression" Enter "3" for "torsion" Enter "4" for "neither tension, nor compression, nor torsion
- Solve Prob. 7.29 if =0.Which of the following has the dimension for force M1L-3 M L -1 T-2 M-1 L1 T 2 M1 L1 T-2Answer p1 and Part 2: Determine the shear force acting at each of the following locations:(a) x = 11.0- ft (i.e., just to the left of point B)(b) x = 11.0+ ft (i.e., just to the right of point B)(c) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers: a) V = ____ kips b) V = ____ kips c) V = ____ kips Part 3: Determine the bending moment acting at each of the following locations:(a) x = 11.0 ft (i.e., at point B)(b) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. Answers: a) M = ____ kips-ft b) M = ____ kips-ft Part 4: Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers: Mmax = ____ kips-ft xmax = ____ ft