A bent pipe is attached to a wall with brackets as shown. A force of F=120 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 Cc 10 BY NC SA g h x Z NE d A y с Values for dimensions on the figure are given in the table below. Note the figure may not be to scale. Variable Value a 9.62 in b 21.5 in с 20.4 in d 44.4 in h 31.5 in 9 37.0 in → = The reaction at B is B lb. The reaction at C is C = lb. The reaction at D is D = lb. ĵ + 3+ + + (ん k k (32 k

A bent pipe is attached to a wall with brackets as shown. A force of F=120 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 Cc 10 BY NC SA g h x Z NE d A y с Values for dimensions on the figure are given in the table below. Note the figure may not be to scale. Variable Value a 9.62 in b 21.5 in с 20.4 in d 44.4 in h 31.5 in 9 37.0 in → = The reaction at B is B lb. The reaction at C is C = lb. The reaction at D is D = lb. ĵ + 3+ + + (ん k k (32 k

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.3.10P: Find support reactions at 4 and Band then use the method of joints to find all member forces. Let b...

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A bent pipe is attached to a wall with brackets as shown. A force of F = 170 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 Cis 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 BY NC SA d A FK Values for dimensions on the figure are given in the table below. Note the figure may not be to scale. Variable Value 8.68 in 14.9 in 14.2 in d 46.5 in h 29.5 in 31.0 in The reaction at B is B = k lb. The reaction at C is Ć = k lb. The reaction at D is D ĵ + k lb. +
A bent pipe is attached to a wall with brackets as shown. A force of F = 105 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.
PROBLEM 3: A right-angled rigid pipe is fixed to a wall at A and is additionally supported through the cable CD as shown in the figure. The tension in the cable is 3 kN. Neglect the weight of the pipe. Use the Right-Hand-Rule to indicate the direction of the moment. [8] Calculate total force reaction at A. (ANSWER: 3.00 KN) [9] Calculate the moment reaction (including correct sign) at A about z-axis. (ANSWER: 2.168 KN-m) [10] Calculate the moment reaction (including correct sign) at A about x-axis. (ANSWER: -0.843 KN-m)
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