In the given figure, the bent rod ABEF is supported by bearings at C and D and by wire AH. The portion AB of the rod is250 mm long, and the load W is 580 N. Assume that the bearing at D does not exert any axial thrust.HBAс30°250 mmDZ50 mm300 mmF250 mm50 mmWDraw the free-body diagram needed to determine the tension in wire AH and the reactions at C and D.

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Answered: In the given figure, the bent rod ABEF…

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.3.10P: Find support reactions at 4 and Band then use the method of joints to find all member forces. Let b...

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Similar questions

Find support reactions at 4 and Band then use the method of joints to find all member forces. Let b = 3 m and P = 80 kN.
A 150-lb rigid bar AB. with friction less rollers al each end. is held in the position shown in the figure by a continuous cable CAD. The cable is pinned at C and D and runs over a pulley at A. (a) Find reactions at supports A and B. (b) Find the force in the cable.
The inclined beam represents a ladder with the Following applied loads: the weight (W) of the house painter and the distributed weight (u) of the ladder itself. Find support reactions at A and B: then plot axial force (N), shear (V), and moment (M) diagrams. Label all critical N, V, and M values and also the distance to points where any critical ordmates are zero. Plot N, V, and M diagrams normal to the inclined ladder. Repeat part (a) for the case of the ladder suspended from a pin at B and traveling on a roller support perpendicular to the floor at A.
Find expressions for all support reaction Forces in the plane frame with load 3P applied at C as shown in the figure. Joints A and D are pin supported, and there is a roller support at joint F. The lengths and the properties of the members are shown in the figure. Neglect the weights of all members. Select Rfas the redundant.
Solve the preceding problem for W = 1.0 lb. h = 12 in.,and k =0.511,/in.
Space Frame ABC is clamped at A, except it is free to rotate at A about the x and y axes. Cables DC and EC support the frame at C. Force Py= - 50 lb is applied at the mid-span of AS, and a concentrated moment Mx= -20 in-lb acts at joint B. (a) Find reactions at support A. (b) Find cable tension Forces.
Two separate cables AC and BC support a sign structure of weight W = 1575 lb attached to a building. The sign is also supported by a pin support at O and a lateral restraint in the '-direction at D. (a) Find the tension in each cable. Neglect the mass of the cables. (b) Find the average stress in each cable if the area of each cable is Ae= 0.471 in2.
1. The rod, supported by thrust bearing at A and cable BC, is subjected to an 80 lb force. Find the reactions at the thrust bearing A and cable BC. With complete FBD.
Rigid 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.
The frame depicted in the figure below is subjected to a 150 N horizontal load applied the pin at B. The pin at B is not physically bonded to either member. (a) Determine the pin reaction at point A and the roller reaction at point C. Express the force exerted by the pin on the member at A in vector form. (b) Consider the disassembled member ADB and determine the force exerted by the pin at B onto member ADB. 4 m A EXPEYCAL D 1.5 m B 2 m E 1.5 m 150 N 000 60°
Situation 3 - The portable camping tool shown in the Figure AP-4.7 is W E to support weight W at a variable distance x from D. In this problem, L1 = 540 mm, h1 = 240 mm, hz = 120 mm. 7. If W = 2000 N and x = 200 mm. hị Calculate the reaction at B. Answer: 740.74 N 8. If W = 2000 N and x = 200 mm. Calculate the total reaction at pin C in N. Answer: 4529.77 N h2 9. If the breaking strength of the cable FG is 1800 N, determine the ha maximum weight W that can be supported if x = 200 mm? Answer: 761.64N Li Figure AP-4.7
Statics, Find the magnitude of the horizontal and vertical components of the pin reactions at A, B, and E (Ax, Ay, Bx, By, Ex, Ey)

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