A2 in1-in dia.Bin1½ inFy 2-in dia.6 in5 inFor the cantilevered handle shown, the force Fy applied at D is 1000 lbs in the y-direction. Please determine:Make sure you INCLUDE shear stresses due to bending!1. The loads at point C (identify magnitudes and directions of forces and/or torques and/or moments atpoint C).2. The loads at point B (identify magnitudes and directions of forces and/or torques and/or moments atpoint B).3. Using the Distortion Energy Theory (DET), determine the STRESS on an element A (see insert).4. Using the Maximum Shear Stress Theory (MST), determine the STRESS on an element B (seeinsert).

2. Loads at Point BMagnitudes and Directions of Forces and/or Moments at Point B:To balance the…

Answered: A 2 in 1-in dia. B in 1½ in Fy 2-in…

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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Given the beam and the external loading shown below, if L = 15 m, w1 = 510 N/m and w2 = 1,600 N/m, calculate: • the magnitude and location of the equivalent resultant force (a single equivalent force, for the whole loading block, NOT two equivalent forces from dividing into rectangular and triangular stress blocks). • the reactions at the beam supports. W2 w, A L Resultant force Fr = 单位 (tolerance 1 N, magnitude only) Location xbar = 单位 (tolerance 0.1 m, measured from A) Reactions: Ay = 数字单位 (tolerance 1 N, observe up positive sign convention) MA= 数字单位 (tolerance 10 N*m, observe anti-clockwise positive sign convention)
Please answer Part 3, thank you PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a= 6 m, b = 3 m, PB = 70 kN, Pc= 100 kN, and PE= 30 kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax= 0, it has been omitted from the free-body diagram.) Answer: Ay = 50 kN Dy= 150 kN PART 2 Determine the shear force acting at each of the following locations: (a) x = 3m (b)x= 9 m (c)x = 13.5 m (d)x= 18 m When entering your answers, use the shear force sign convention. Answers: (a) V= 50 kN (b) V= -20 kN (c) V= -120 kN (d)V= 30 kN PART 3 (PLEASE ANSWER, THANK YOU) Determine the bending moment acting at each of the…
Can you provide me the step by step solution of this? Thank you! Determine the magnitude of the vertical force Ay for the simply supported beam, where w = 9 kips/ft, L1 = 12 ft, and L2 = 4 ft.
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Solve for the force in BD, vertical reaction at point C, horizontal reaction at point C, resultant of reaction at point C. What is the allowable tensile (normal) stress in member BD? What is the allowable shear stress in the pin at C? What is the required cross-section area for member BD? What is the minimum thickness t of member BD? What is the required SHEAR cross-section area at point C? What is the minimum diameter for the pin at C? (Solve for a value with the combination of mm and N)
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The 1.5-in diameter solid steel shaft is simply supported at the ends. Two Pulleys are keyed to the shaft where pulley B is of diameter of 4 in and pulley C is of diameter of 8 in. Transverse shear stress needs to be considered. 1) Draw the bending moment diagrams of shaft AD for My and M₂, and indicate the location and the magnitude of the maximum bending moments. 10 in 200 lbf 1000 lbf 10 in 500 lbf 100 lbf 10 in F G E
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1. (a) Draw complete shear force and bending moment diagrams. (b) If x = 0 is at point "A", write equations for the shear force and bending moment, and indicate the appropriate sections. 10 kN 20 kN B k3 m 4 m 3 m D 5 m 15 KN E
1

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