The rod has a weight of 5.5 lb/ft. It is supported by aball-and-socket joint at C and a journal bearing at D.The moment M is applied along the axis of the rod tohold it in the position shown. (Figure 1)Part ADetermine the x, y, and z components of reaction at the support C using scalar notation.Express your answers using three significant figures separated by commas.ΜΕ ΑΣΦvecCx, Cy, Cz =SubmitRequest AnswerPart B?Determine the x and y components of reaction at the support D using scalar notation.Express your answers using three significant figures separated by comma.ΜΕ ΑΣΦvecDx, Dy =SubmitRequest AnswerPart ClblbDetermine the necessary magnitude of moment M.Express your answer to three significant figures and include the appropriate units.M =ValueSubmitRequest Answer?Units xA4560°1 ftBM1 ftD

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Answered: The rod has a weight of 5.5 lb/ft. It…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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•Draw the Free body diagram •Solve step by step •Use 3 decimal places!
The bent rod is supported at A, B, and C by smooth journal bearings. The rod is subjected to the force F= 840 N. The bearings are in proper alignment and exert only force reactions on the rod. (Figure 1) Figure 1 of 1 > 2m ▼ C B -1m-0.75m Part A Determine the components of reaction at the bearing A using scalar notation. Express your answers using three significant figures separated by commas. ID ΑΣΦ.41 | vec d YWC ? Az. A₂ = N Submit Request Answer Part B Determine the components of reaction at the bearing B using scalar notation. Express your answers using three significant figures separated by commas. 195| ΑΣΦ | 11 vec 3 ? B₁, B₂ = N Submit Request Answer Part C Determine the components of reaction at the bearing C using scalar notation. Express your answers using three significant figures separated by commas. IVE ΑΣΦΑ vec 3 DIY ? Cz, Cy= Submit Request Answer 30 60° 2m N
A frame structure experiences a uniformly distributed load as shown in the figure. The structure has two supports which are hinges and internal connections which is pinned as also shown in the figure. All the members are cylindrical tube which has a diameter of 3 inches. Use E = 29(106)psi. a) Find all reactions along X and Y. (Support and Internal) b) Determine the axial deformation of members ABE and DEF. (Use only the internal reactions for getting axial deformation and use inches for the final answer) C 80 lb/ft A 30° -10.00- B 30° -10.00'- D E F 10.00'
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A steel strip is clamped at left end and supported by a spring at right end. The spring has a stiffness of k = 3 N/mm. The strip is 5 mm wide and 10 mm high. Take E = 200 GPa. A 10 mm -200 mm What is the reaction of the spring (N) 50 N B k:
The uniform beam has a mass of 48 kg per meter of length. Determine the reactions at the supports. y 2.8 m 0.9 m 320 kg AD B Answers: Ay = N %D Bx = By = i z z z
A sign ABCD is constructed from 5 mm thick plate steel (density p = 8000 kg/m³) with the geometry shown in the figure. The sign is connected to the wall by a pin at A and also supported by member BE. Support member BE is also constructed from 5 mm thick plate steel and is connected by pins at Band E respectively. Determine the reaction forces at A and E. Enter your answers in Cartesian components. The weights of both the sign ABCD and member BE should be accounted for in the calculation. Assume the pins are located a distance - cm away from the ends at each connection. w cc O BY NC SA 2016 Eric Davishahl W W A В E h W D -a- -b- Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 2.50 m 3.50 m 1.75 m h 2.63 m 9.00 cm The reaction at A is A = ĵ N. The reaction at E is E ĵ N.
The cantilever beam is supported by a fixed support at A, and subjected to the force F-470 lb and the couple M = 3210 ft-lb. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(x) and M(x). Take z = 0 at point A. 2013 Michael Swanbom F₁ (CC) a b BY NC SA a Support Reactions The force reaction at A is The couple moment reaction at A is Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 4 ft 3.2 ft Shear Force and Bending Moment Equations In section AB: V(x)= In section BC: V(x)= B lb (take up as positive). lb and 'M(x)= M lb and 'M(x)= b- C ft-lb (take counterclockwise as positive). ft-lb. ft-lb.
Please answer with complete solution and brief explanation. Thank you.
Question 6 A straight bar is fixed at edges A and B. Its elastic modulus is E and cross section is A. There is a load P = 100 N acting at C. The magnitude of the reactions at the ends A and B are L с P = 100 N 2L B
Prob 2. The cantilever beam shown the figure is built into a wall 2 ft thick so that it rests against points A and B. The beam is 10 ft long and weighs 150(2+x) lb per ft. Determine the reactions at A and B. Let x be the last number of your student #, e.g., 2nnn-nnnnn5, x=5. Use PMDAS to calculate the given load. If you calculate the incorrect load, then you'll get no points for this number. X=6 4 ft 4000 lb 4 ft 150(2+x) lb/ft A 2 ft B

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