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For the Structure below. F1-250 N, F2-300 N.F3-500N. 10 cm L. CW=Clockwise CCW=Counterclockwise [Select The horizontal component of the resultant force is (N): [Select) The vertical component of the resultant force is (N): [Select) The closest magnitude of the resultant force is (N): [Select] The closest value for the direction of the resultant force (in degrees) is:
Q1. The beam below has two forces (loads) applied Fi and F2 each weighing 38 lb. The support at D is fixed and cable BE is attached to the weight W. Find the reaction at point D when (a) W 85 lb (b) W=95 lb
Question 1 A rod AB hinged at A and attached at B to cable BD supports the load shown. Knowing that d 200 mm. determine: a) the tension in cable BD b) the reactions at A Copyright © Th.ko raw-H. Companies Inc. Permission requred for reprodepan or disse, 100 mm 90 N 90 N -100 mm100 mm100 mm Question 1 A rod AB hinged at A and attached at B to cable BD supports the load shown. Knowing that d...
4.47 750 N 4.46 Knowing that the tension in wire BD is 1300 N, determine the reac 150 mm tion at the fixed support C of the frame shown. 250 mm 500 mm 4.47 Determine the range of allowable values of the tension in wire BD if the magnitude of the couple at the fixed support C is not to exceed 100 N m. 150 N 600 mm 4.48 Beam AD carries the two 40-lb loads shown. The beam is...
the beam shown is supported by two rods. the rods have diameters dab = 9 mm and dcD = 13 mm determine the force in rod CD so that the beam remains in the horizontal position when it is loaded. let the maximum stress in rod AB is OAB = 120 MPa D 3 m w 10 kN/m с 4 m Select one: O a. 11.96 kN O b. 15.93 kN O c. 3.659 KN O d. 7.634 KN if...
help 5. A uniform beam of mass M-250 kg and length / 10.0 m is mounted to a wall by a strong hinge and a cable, as shown. A steel block of mass m 685 kg is placed on the beam a distancex 2.5 m from the hinge. The cable is at an angle 6 400, as shown. 6/ a. Calculate the tension in the cable. b. Calculate the horizontal component of the force the hinge exerts on the beam....
Uniform beam AD is 8 m long and has a weight of 200 N. It is kept at equilibrium on two supports at B and C. Two additional weights 240 N and 120 N hanging on the beam as shown below. The magnitude of support force at B, F1 is a. 192 N b. 336 N c. 320 N d. 304 N e. 512 N F1 F2 А B D AB=1 m._BC =5m, CD=2 m 240 N 120 N
5. A uniform beam of mass M- 250 kg and length l- 10.0 m is mounted to a wall by a strong hinge and a cable, as shown. A steel block of mass m = 685 kg is placed on the beam a distance x-2.5 m from the hinge. The cable is at an angle -40°, as shown. a. b. c. d. Calculate the tension in the cable. Calculate the horizontal component of the force the hinge exerts on the...
40 mm 120 mm 80 mm 200 mm Problem 6 The 240 mm diameter pulley and the 200 mm lever AB are welded to axle BE which is supported by bearings C and D. If a 720 N vertical load is applied at A when the lever is horizontal, determine: a) The tension T in the cord b) The reactions at C and D. Assume that the bearing at D does not exert axial thrust and that both bearings do...
A rigid beam AFBC in Fig.3 is supported by a hinged joint at A and connected to a vertical post BD by a hinged connection at B. Rigid beam AFBC and vertical post cross-sectional dimension of 10mmx250mm and 15mmx200mm, respectively. Two concentrated loads Pi and P2 act on the rigid beam at point F and C, respectively. Details at support A and connection B are also shown in the figure. Compute (a) normal stress in vertical post BD (state whether...