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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plz help before -ront The shaft is supported at its ends by two bearings A and B and is subjected to the forces applied to the pulleys fixed to the shaft. (Figure 1) The T₁ 410-N forces act in the - direction and the 200-N and 80-N forces act in the +y direction. The journal bearings at A and B exert only y and components of force on the shaft. Figure lashel but sol is 300 mm A 200 mm 2 150 mm 150 mm ✓ 200 mm 400 mm B. 200 N 200 N 80 N 80 N 1 of 1 ▾ Part B Determine the resultant shear force in the y direction on the cross section at C Express your answer to three significant figures and include appropriate units. (Vc)y=245.714 Submit Part C Submit * Incorrect; Try Again; 3 attempts remaining Check your signs. (Vc),= 175 ▾ Part D Determine the resultant shear force in the direction on the cross section at C. Express your answer to three significant figures and include appropriate unite. T= 10 ▾ Part E Previous Answere (Mc) Submit M ^ Part Fi * Incorrect; Try Again; 5 attempts remaining…
A right-angled rigid pipe is fixed to a wall at A and is additionally supportedthrough the cable CD as shown in the figure. The tension in the cable is 3 kN. Neglect theweight of the pipe. Use the Right-Hand-Rule to indicate the direction of the moment.[8] Calculate total force reaction at A.[9] Calculate the moment reaction (including correct sign) at A about z-axis and the moment reaction (including correct sign) at A about x-axis
Answer FOUR questions ONLY selecting TWO questions from SECTION A. 1. (a) The vertical structure ABCD shown in Figure 1(a) is subjected to a system of coplanar forces and a moment. The structure is simply supported at D with a frictionless pin and is roller-supported at A. i Sketch the free body diagram (FBD). Take moments about D and hence find the reaction force at support A. ii. 35 AN 23m 60 100 km Osm Figure 1(a) (b) An assembly of a steel bar enclosed within an aluminium alloy tube is shown in Figure 1(b). The tube and the bar are of the same initial length. The combination is compressed between two rigid parallel plates by a force of 500 kN. The diameter of the steel bar is 40 mm, and the inside and outside diameters of the alloy tube are 60 mm and 100 mm respectively. The Young's moduli for steel and aluminium alloy respectively are Est = 200 GNM2, EA = 70 GNm?. Find the stresses generated in the steel bar and the aluminium alloy tube. Sael he -Rid pl Figure 1(b)
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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 DE. Support member DE is also constructed from 5 mm thick plate steel and is connected by pins at B and E respectively. Determine the reaction forces at A and E. Enter your answers in Cartesian components. The weights of both the sign D and member DE should be accounted for in the calculation. Assume the pins cm away from the ends at each are located a distance ข ADV connection. W W E cc 10 BY NC SA 2016 Eric Davishahl 2 B C D W -b- h 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 m b 2.88 m с 1.2 m h 1.152 m พ 7 cm The reaction at A is A The reaction at E is E = ît Ĵ N. i+ ĴN.
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