Learning Goal: To determine the support reactions in a statically indeterminate beam using the moment- area method. Part A - Support reaction force at B The beam shown has length L = 15.0 ft and is loaded with the applied moment M = 210 kip - ft at B. Assume EI is constant. (Figure 1) Using the moment-area method, determine the magnitude of the unknown support reaction at B due to the applied moment. Express your answer to three significant figures and include appropriate units. > View Available Hint(s) ? |By| = |10.5 kip Submit Previous Answers

Learning Goal: To determine the support reactions in a statically indeterminate beam using the moment- area method. Part A - Support reaction force at B The beam shown has length L = 15.0 ft and is loaded with the applied moment M = 210 kip - ft at B. Assume EI is constant. (Figure 1) Using the moment-area method, determine the magnitude of the unknown support reaction at B due to the applied moment. Express your answer to three significant figures and include appropriate units. > View Available Hint(s) ? |By| = |10.5 kip Submit Previous Answers

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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For those who knows Engineering Mechanics. Can someone help me to solve the problem below. I will surely upvote for your answer. Need answer ASAP. Thanks
A rigid beam of length 490 cm and uniform mass 89 kg suspends two masses on light strings at each end as shown in the figure. If mass m₁ = 33 kg and m₂ = 49 kg, at what distance x should the pivot be placed such that the beam is balanced? X m1 Lütfen birini seçin: a.149.59 cm b.232.18 cm c.206.14 cm d.345.14 cm e.267.92 cm pivot m2
please answer it with ; given, solution, diagrams/ drawing, answer please expain part by part
1. Refer on the given beam below. Take note that points B and C are internal hinges. 301 B 30k 45 30 Gm GO! 20 N 30 N be o A AE 60 N.m 4.5m 3m om a. Determine the vertical and horizontal reactions at point A b. Determine the vertical reaction at point D c. Determine the vertical and horizontal reactions at point E
Hello Good Afternoon Sir,I have a question in my homework related structural statics lesson. The following below is my question. Please advice. Thank you so much Regards,Irfan
b. find the second moment of area of a cross section OC. find the centroid of a cross section O d. none of these options If the "I" value of beam cross section is 6,400,000 mm and the maximum distance from the neutral axis of the cross section to the top and bottom edges of the beam cross section is 129 mm, what is the section modulus of the beam? Note: Give your answer in mm³ Note: Do NOT include units in your answer. Answer: X A typical value for the stiffness of aluminium alloy is... Select one: a. 200 GPa b. 72 GPa
For the beam and loading shown in Figure 5, determine the value of (r) at the point of action of the resuitant force of the distributed load using point B as the origin. Parabola Vertex 2000 N/m 900 N/m B 6 m A Figure 5: A parabolic distributed load on a beam AB. Answer: If the loading were analysed using point A as the origin, would the value of w at the location of the resultant change? Select one: a. No b. Yes
A uniform cantilever beam weighing 750-N has a smooth turning pulley attached to its free end. The pulley's mass is negligible compared to the beam's mass and may be ignored. As shown, the beam is loaded by a 1000-N block suspended by a wire rope passing over the pulley B and attached to a vertical wall. 2.5 m Cable 1000 N 0.3 m Questions: (a) Sketch a free-body diagram of the beam and pulley and label all exposed internal and external forces acting on the beam. (b) Determine all reactions exerted by the wall on the beam.
For the beam and loadings shown, a) Use dicontinuity functions to write the expression for the expression for w(x); include the beam reactions in this expression. b) Integrate w(x) twice to determine V(x) and M(x). c) Use V(x) and M(x) to plot the shear force and bending moment diagrams.
Please Please answer this question with every single step you used even the simple steps I get really stuck and find it hard to understand (also preferably on paper but it should be really clear to understand) Thanks!