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A bent pipe is attached to a wall with brackets as shown. A force of F= 235 lb is applied to the end of the tube with direction indicated by the dimensions in the figure. Determine the support reactions at the brackets B, C, and D. Model these brackets as journal bearings (only force reactions perpendicular to the axis of the tube) and neglect couple moment reactions. Assume the distance between the supports at B and C and the tube bends nearby are negligible such that the support at C is directly above the support at D and the dimension g gives the distance between supports B and C. Enter your answers in Cartesian components. 2013 Michael Swanbom CCOO BY NC SA x a b С d h 9 M= -150 0 9 Values for dimensions on the figure are given in the table below. Note the figure may not be to scale. Variable Value 12.0 in 27.0 in 20.3 in 75.0 in 42.5 in 50.0 in The reaction at C is C= d The reaction at Bis B=0 283 FL 0 Te lb. ke lb. The reaction at D is D = -178 ke lb. b C -326 -466 178

A bent pipe is attached to a wall with brackets as shown. A force of F= 235 lb is applied to the end of the tube with direction indicated by the dimensions in the figure. Determine the support reactions at the brackets B, C, and D. Model these brackets as journal bearings (only force reactions perpendicular to the axis of the tube) and neglect couple moment reactions. Assume the distance between the supports at B and C and the tube bends nearby are negligible such that the support at C is directly above the support at D and the dimension g gives the distance between supports B and C. Enter your answers in Cartesian components. 2013 Michael Swanbom CCOO BY NC SA x a b С d h 9 M= -150 0 9 Values for dimensions on the figure are given in the table below. Note the figure may not be to scale. Variable Value 12.0 in 27.0 in 20.3 in 75.0 in 42.5 in 50.0 in The reaction at C is C= d The reaction at Bis B=0 283 FL 0 Te lb. ke lb. The reaction at D is D = -178 ke lb. b C -326 -466 178

Elements Of Electromagnetics
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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Need help, round answers to 3 sig figs plz
A bent pipe is attached to a wall with brackets as shown. A force of F= 235 lb is applied to the end of the tube with direction indicated by the dimensions in the figure. Determine the support reactions at the brackets B, C, and D. Model these brackets as journal bearings (only force reactions perpendicular to the axis of the tube) and neglect couple moment reactions. Assume the distance between the supports at B and C and the tube bends nearby are negligible such that the support at C is directly above the support at D and the dimension g gives the distance between supports B and C. Enter your answers in Cartesian components. 2013 Michael Swanbom с d h 9 BY NC SA M. g -150 d FL Values for dimensions on the figure are given in the table below. Note the figure may not be to scale. Variable Value a 12.0 in b 27.0 in 20.3 in 75.0 in 42.5 in 50.0 in The reaction at Bis B=0 283 The reaction at Cis C = 0 Te lb. ok lb. afe The reaction at D is D = -178 0 ke lb. J -326 -466 di+ 176
Transcribed Image Text:A bent pipe is attached to a wall with brackets as shown. A force of F= 235 lb is applied to the end of the tube with direction indicated by the dimensions in the figure. Determine the support reactions at the brackets B, C, and D. Model these brackets as journal bearings (only force reactions perpendicular to the axis of the tube) and neglect couple moment reactions. Assume the distance between the supports at B and C and the tube bends nearby are negligible such that the support at C is directly above the support at D and the dimension g gives the distance between supports B and C. Enter your answers in Cartesian components. 2013 Michael Swanbom с d h 9 BY NC SA M. g -150 d FL Values for dimensions on the figure are given in the table below. Note the figure may not be to scale. Variable Value a 12.0 in b 27.0 in 20.3 in 75.0 in 42.5 in 50.0 in The reaction at Bis B=0 283 The reaction at Cis C = 0 Te lb. ok lb. afe The reaction at D is D = -178 0 ke lb. J -326 -466 di+ 176
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