The beam is supported by a pin at B and a roller at C and is subjected to the loading shown with w =120 lb/ft, and F = 335 lb. a.) If M 3,580 ft-lb, determine the support reactions at B and C. Report your answers in both Cartesian components. b.) Determine the largest magnitude of the applied couple M for which the beam is still properly supported in equilibrium with the pin and roller as shown. 2013 Michael Swanbom CC → BY NC SA M ka лу W B• b с F Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value α 2.4 ft b 6 ft с 2.6 ft a.) The reaction at B is B The reaction at C is C = = II ĵ lb. i+ ĵ lb. b.) The largest couple that can be applied is M = ft-lb. i+

The beam is supported by a pin at B and a roller at C and is subjected to the loading shown with w =120 lb/ft, and F = 335 lb. a.) If M 3,580 ft-lb, determine the support reactions at B and C. Report your answers in both Cartesian components. b.) Determine the largest magnitude of the applied couple M for which the beam is still properly supported in equilibrium with the pin and roller as shown. 2013 Michael Swanbom CC → BY NC SA M ka лу W B• b с F Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value α 2.4 ft b 6 ft с 2.6 ft a.) The reaction at B is B The reaction at C is C = = II ĵ lb. i+ ĵ lb. b.) The largest couple that can be applied is M = ft-lb. i+

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter4: Coplanar Equilibrium Analysis

Section: Chapter Questions

Problem 4.125P: The figure shows a three-pin arch. Determine the horizontal component of the pin reaction at A...

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The figure shows a three-pin arch. Determine the horizontal component of the pin reaction at A caused by the applied force P.
The beam is supported by a pin at B and a roller at C and is subjected to the loading shown with w =120 lb/ft, and F = 335 lb. a.) If M 3,580 ft-lb, determine the support reactions at B and C. Report your answers in both Cartesian components. b.) Determine the largest magnitude of the applied couple M for which the beam is still properly supported in equilibrium with the pin and roller as shown. 2013 Michael Swanbom BY NC SA M ру W F ka* b Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 2.4 ft b 6 ft с 2.6 ft a.) The reaction at B is B = 0 ☑ it i+ 892 ✓ × lb. The reaction at C is C: = 8.6 ☑i+ 162.79 ✓ lb. b.) The largest couple that can be applied is M = 422 x ft-lb.
Got it wrong please help get the right answers
The L-shaped body is supported by a roller at B and a frictionless pin at A. The body supports a  vertical force FC at C and a  CCW couple-moment MD at D. Given, FC = 245.8 lb., and MD = 501 lb.ft. A) Determine the reactions at B , express in a cartesian vector.
Answe should be : C= 59.6 lb at 130 degrees from the positive x-axis. A= 162 lb at 6.47 degrees from the positive x-axis
Please draw the complete free body diagram ,Label all the points.
Don't provide handwritten solution.
Question 6.
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The 400-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the support point O. The x-y plane is vertical. Positive values are to the right, up, and counterclockwise. 43 kN-m 33 4.2 kN A B 2.7 kN - 1.2 m-- 1.7 m 1.7 m Answers:
A bent pipe is connected by a thrust bearing and a cable as shown. If a Force, F = 184 lb, is applied, what are the reactions at the thrust bearing and in the cable. The dimensions shown are a = 8.7 ft, b = 6.4 ft, and c = 4.5 ft. y N
The bent rod in Fig. a is supported at A by a journal bearing, at D by a ball-and-socket joint, and at B by means of cable BC. Using only one equilibrium equation, obtain a direct solution for the tension in cable BC. The bearing at A is capable of exerting force components only in the z and y directions since it is properly aligned on the shaft. In other words, no couple moments are required at this support. 1m B. 0.5 m Free-Body Diagram. As shown in Fig. b, there are six unknowns 05 m Equations of Equilibrium. The cable tension Tg may be obtained directly by summing moments about an axis that passes through points D and A. Why? 00 kg (a) Since the moment arms from the axis to T, and W are easy to obtain, we can determine this result using a scalar analysis. As shown,Fig. b EMDA = 0; Tạ(1 m sin 45°) – 981 N(0.5 m sin 45°) = 0 T = 490.5 N 0.5 m W 981 N 05 m D, (b)