II. Determine the internal resultant normal force along the bar as a function of position x.Please plot a graph to show the force distribution.Note: The positive and/or negative values must be shown clearly according to thedefinition introduced in class. F2 m4 m4 mDCBx5 kN2 kN6 kN4 mA10 kN

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Answered: II. Determine the internal resultant…

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

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter6: Beams And Cables

Section: Chapter Questions

Problem 6.4P: Find the internal force systems acting on sections 1 and 2.

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6 in 60° 20 in Statics Instructor A vertical force of P = 100 lb is required to remove the nail at C from the board. Determine the magnitude of the moment about B exerted by the 100 lb vertical force. Draw a free body diagram for the system. Then, use what you know about moments to solve for Mp What is the magnitude of the moment at point B due to P if P = 100 lb and 9 = 10"? Round to the nearest whole number. Enter a response then click Submit below lb in
A flag pole has a staked line to keep it from tipping over. The height of the flagpole is 17 ft. The cable can hold a maximum tension of 1500 lb. Determine the moment created at the support Q by the tension in cable. Enter your answer in Cartesian components with units of kip-ft (1 kip = 1000 lb). Round to 3 significant digits. top T a y Values for dimensions on the figure are given in the table below. R. Variable Value a 13 ft b 18 ft M i + а. A = (| k) kip-ft
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The shaft S exerts three force components on the die D. Find the magnitude and coordinate direction angles of the resultant force. Force F2 acts within the octant shown. Given that F is 415 kN, F2 is 385 kN, F3 is 166 kN, a is 50° and y is 56°. (write your answer as this example: FR = ??, a = ??, g = ??). Note: FR is resultant force, a is alpha, g is gamma. F3 F2 13 D F1
A tower has a wire (AB) attached to the tower at point B and it is anchored to a bolt at A. The tension in the wire is 993 N. Call the Force in AB FAB Calculate the x, y and z components of FAB What is the direction of FAB in terms of alpha ⍺, beta β and gamma ? ? What is the x component of FAB ? Round your answer to the nearest whole number. What is the y component of FAB ? Round your answer to the nearest whole number. What is the z component of FAB ? Round your answer to the nearest whole number. What is alpha ⍺ for FAB ? Enter answer rounded to one decimal place. What is beta β for FAB ? Enter answer rounded to one decimal place. What is gamma ? for FAB ? Enter answer rounded to one decimal place.
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Find the internal force systems acting on sections 1 and 2.
Given a 2-D force system with geometry as shown. Find the magnitude of the equivalent couple moment (Nm) acting at O if P = 509 N , Q = 388 N, and T = 444 N . Round off only on the final answer expressed in 3 decimal places. Instead of units, indicate the direction of moment: use CW if clockwise , CCW if counterclockwise.
The topic is all about Force Systems (Coplanar-Concurrent). Please see the attached picture below: Thank you.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=5.0 m, MB = 110 kN-m and MC = 145 kN-m. 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.)Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of point A)(b) x = 3.5– m (i.e., just to the left of B)(c) x = 3.5+ m (i.e., just to the right of B)(d) x = 12.0– m (i.e., just to the left of D)When entering your answers, use the shear force sign convention.Answers:(a) V = kN.(b) V = kN.(c) V = kN.(d) V = kN.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=5.0 m, MB = 110 kN-m and MC = 145 kN-m. 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.)Determine the bending moment acting at each of the following locations:(a) x = 3.5– m (i.e., just to the left of B)(b) x = 3.5+ m (i.e., just to the right of B)(c) x = 8.5– m (i.e., just to the left of C)(d) x = 8.5+ m (i.e., just to the right of C)When entering your answers, use the bending moment sign convention.Answers:(a) M = kN-m.(b) M = kN-m.(c) M = kN-m.(d) M = kN-m.
The bucket of the excavator at a construction site is subjected to F = 1530 lb and F, = 790 lb digging forces at its tip. Determine the magnitude and direction of their resultant. Use the vector algebra and vector polygon methods. Compare the answers with the two methods to verify the accuracy of your work. (Express your answers using four and three significant figures, respectively. Report the direction as an angle between 0 and 180°, clockwise or counterclockwise.) R = lb v from i Select

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