3. Consider following frame:
a. Set up formulas to calculate external reactions at A and B. Obtain values of F(Ax) and F(Bx).
b. Draw free body diagram of member AC and calculate values of F(Ax), F(Cx), and F(Cy).
c. Draw free body diagram of member BC. If problem is solved right, this diagram should be balanced.
3. Consider following frame: a. Set up formulas to calculate external reactions at A and B. Obtai...
3. For the frame shown in Fig. 3, (a) (7%) determine the support reactions, (b) (6%) draw the free-body diagrams of member AB and member CBD; (c) (12%) replace the loading on the frame by a single resultant force, and specify where its line of action intersects member CD, measured from end C 150 N 500 N 3 m 3m 2 m 400 N -m 0.35 m 0.35 m 3 m 500 N 35° Fig. 3 Fig. 2 Fig. 1...
PlOBlem 4 (10 points) 2 m 3 m The frame is made up of members ACE, BCD and DE. The frame is pin- 6 m supported at A and roller-supported at B. On member ACE, determine the 2 m magnitudes and directions of forces acting at pins C and E Hint: Begin with overall free body 3 m diagram 600 N 5 m PlOBlem 4 (10 points) 2 m 3 m The frame is made up of members ACE, BCD...
1) Check stability and determinacy of the structure 2) draw free body diagram 3) determine reactions 4) draw shear diagram - correct values - correct shape - location of the maximum moment on member BC 5) draw moment diagram - correct values - correct shape - location of the maximum moment on member BC 6) draw deformation shape
A uniform, 24.5 kg beam of length 2.90 m is hanging horizontally as shown in the diagram below. It is pinned to a vertical wall at point B and supported by a uniform 15.9 kg diagonal brace that is pinned at point C on the beam and at point A on the wall. [Use g = 9.80 m/s2.] There is a load W, with a weight of 211 N, hanging at the end of the horizontal beam. The distance BC is...
The force F is equal to 213 lbs please solve as fast as you can i will rate. Determine the magnitue and direction of the reactions of the external posts such as Ax and Ay and Bx and By as well as the internal hinges N1 V1 and M1 Figure 1-Frame 10 N/m 5 N/m Parabola 3 m 6 m 10 N/m 8 m 9 m 4 m 4 m Figure 1-Frame 10 N/m 5 N/m Parabola 3 m 6...
3. Using the image and the following information, determine the support reactions of the frame shown below. a. The members of the frame are shown in black. There are 3 members in the frame (AC, CE, and EF). b. The red dots represent the connection points for the frame. C. The external forces are shown by the blue lines. d. There is a pin support at A and rocker supports at B, D, and F. 250 N 100 N/m 175...
5) ( 40 /oints) Consider the system shown below The weight orali other olycs is nedpble Draw free body diagrams of all the objects in the system and Label them Follow the rules we've leamest in slass in rcgarding which obiects should be drawn and what to includs Includo free boty diagram of the whole frame You do NOT need to include dimensions or angles on your free body diagrams. With cach free body diagram, construct all equations noeded to...
blem #5 (20 pts): for the frame structure shown below, calculate the following a) Support reactions at roller support A and pin support C b) The internal forces at support A. c) The internal forces at point D, which is located at 5 ft from the point A, along the member AB. d) The internal forces at point E, which is located at 4 ft from point C, along the member BC. Note that point D and E are not...
A spring of stiffness k = 200 N/m is mounted against the 10 kg block. The block is subject to the force of F-800 N. When s - O the block is at rest and the spring is uncompressed. The contact surface kinetic friction is uk = 0.25. 1) In the box provided draw the complete free body diagram of the external forces acting on the block. Include all known values, calculated values, and equations for unknowns. Express all forces...
For the frame shown below:1- Calculate the reactions at the supports.2- Draw the Normal force, the Shear force and the Bending moment diagrams. Indicate all critical values3- Show the equilibrium at node B.4- Develop the analytical expression for the normal force, the shear force and the bending moment diagram for memberBC.The 4 Kips/ft load is applied perpendicular to member AB.