Determine all forces acting on member ABCD of the frame shown in Fig. 600 N F E A B 50 mm D C 50 mm + 50 mm 50 mm 50 mm
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- Given the figure determine the bar force at BD and ABP3: Determine the magnitude of the axial forces in the given truss below. Ure method of joints and check your answer by solving for the magnitude of the axial forces of DF, FC and CE using Method of Sections. 20 20 20 kNI kNI kN 5 m 80 kN ACTE G. 3 m 3 m 3 m 3 m Prenarad hM5-9 4) USE THE METHOD OF SECTIONS TO FIND THE MAGNITUDE AND DIRECTION OF THE FORCE IN MEMBER CD OF THE LOADED TRUSS SHOWN IN Fig 1.4 4000lb C -6000lb 6' G 3' 3' 3' 3"- -4000lb -3000lb -5000lb
- The 50-ft measuring tape weighs 2.4 lb. Compute the span L of the tape to four significant figures.A propped cantilever beam is loaded by a bending moment of the magnitude MB at the point B as shown in Figure Q1. The cross-section of the beam is a rectangle of the width w and the hight h that are constant along the length of the beam L. The beam material's Young's modulus is Q. AY O X Figure Q1 Assuming the positive deflections and positive vertical reaction forces are upward, calculate the value of the reaction forces at points A and B O the absolute value of the reaction bending moment at point AFor Problems 48-50, draw the free-body diagram of the main shaft portion, labeled A, B, and C. Include any unbalanced torque on the shaft that tends to rotate it about the z-axis. In each case, the reaction to the unbalanced torque is taken at the right end of the shaft labeled C. Then draw the complete shearing force and bend- ing moment diagrams for loading in the y-z plane. Also prepare a graph of the torque in the shaft as a function of position along the shaft from A to C. 48. Use Figure P3-48. 49. Use Figure P3-49. 50. Use Figure P3-50.
- Given the 600-N force applied to the bracket at A in Fig 1, determine:2. A rectangular aluminum block having a dimension of (from origin) for the +250 mm along the Y-axis, -100 mm along the X-axis, and -175 mm along the Z-axis. The applied forces are (at both sides) 375 kN tension along the X-Axis, 200 kN tension along the Z-axis, and 150 kN compression along the Y-axis. If the poisson’s ratio is 0.28, and E = 76 GPa, determine the strain and deformation along X, Y, and Z – axis.The lifting arm shown below needs to lift a weight of 4 (N). Assuming the links are weightless, determine the magnitude of the force being applied by the pin at B on the lifting arm to the nearest hundredth of a newton. 10Em) 6icm- 150 A Servo Horn Arm 4 (W) 'Servo
- P1=215 N P2=325 N P3=150 N L1=3m L2=4m 1. Draw a "free body diagram". The diagram should be for members BE, BF, CF, and DF to help solve. 2. What is the force on members CF, BF, BE? Is each of these members having tension or compression?The beam ABC is loaded via a 500 N.m couple and a 600 N force as shown. The beam is connected to the rest of the system by a pin joint at B and a roller support at C. Determine the magnitude of the reaction forces on the beam at the supports. 600 N 500 N. 400 300 - 500 Dimensions in mm 20°Please help me to answer all the needed components Instruction: Calculate the components of forces at B and C Please show FBD and only roundoff at the final answer (2 decimal places)