F1F2aCF3AF4DConsider the following values: -F5a = 16 m; b = 11 m; c = 13 m; d = 8 m;F1 = 3 kN; F2 = 11 kN; F3 =a = 30°, 0 = 60° , B = 30°2 kN; F4 = 20 kN; F5 = 2 kN;1] What is the resultant moment of the five forces acting on the rod about point A?a) 88.8 kN.mb) 76.3 kN.mc) 19.6 kN.md) 55.5 kN.me) 59.1 kN.m) 81.3 kN.m2] What is the resultant moment of the five forces acting on the rod about point B?a) 88.8 kN.mb) 120.8 kN.mc) 31.6 kN.md) 98.9 kN.me) 41.1 kN.m) 24.2 kN.m3] What is the resultant moment of the five forces acting on the rod about point C?a) 125.7 kN.mb) 178.1 kN.mc) 254.6 kN.md) 439.1 kN.me) 144.1 kN.m) 215.3 kN.m4] What is the resultant moment of the five forces acting on the rod about point D?a) 77.8 kN.mb) 98.3 kN.mc) 100.6 kN.md) 18.9 kN.me) 97.1 kN.m) 60.1 kN.m5] What is the moment of the force F2 about point E?Activate Wa) 122.7 kN.mb) 108.1 kN.mc) 66.6 kN.md) 83.1 kN.me) 111.1 kN.m) 151.3 kN.mGo to Setting

a C F3 A F4 onsider the following values: - F5 = 16 m; b = 11 m; c = 13 m; d = 8 m; 1 = 3 kN; F2 = 11 kN; F3 = 2 kN; F4 = 20 kN; F5 = 2 kN; = 30° , 0 = 60° , B = 30° What is the resultant moment of the five forces acting on the rod about point A? a) 88.8 kN.m b) 76.3 kN.m c) 19.6 kN.m d) 55.5 kN.m e) 59.1 kN.m ) 81.3 kN.m What is the resultant moment of the five forces acting on the rod about point B? b) 120.8 kN.m c) 31.6 kN.m ) 24.2 kN.m 88.8 kN.m d) 98.9 kN.m e) 41.1 kN.m What is the resultant moment of the five forces acting on the rod about point C? c) 254.6 kN.m d) 439.1 kN.m f) 215.3 kN.m 125.7 kN.m b) 178.1 kN.m e) 144.1 kN.m What is the resultant moment of the five forces acting on the rod about point D?

a C F3 A F4 onsider the following values: - F5 = 16 m; b = 11 m; c = 13 m; d = 8 m; 1 = 3 kN; F2 = 11 kN; F3 = 2 kN; F4 = 20 kN; F5 = 2 kN; = 30° , 0 = 60° , B = 30° What is the resultant moment of the five forces acting on the rod about point A? a) 88.8 kN.m b) 76.3 kN.m c) 19.6 kN.m d) 55.5 kN.m e) 59.1 kN.m ) 81.3 kN.m What is the resultant moment of the five forces acting on the rod about point B? b) 120.8 kN.m c) 31.6 kN.m ) 24.2 kN.m 88.8 kN.m d) 98.9 kN.m e) 41.1 kN.m What is the resultant moment of the five forces acting on the rod about point C? c) 254.6 kN.m d) 439.1 kN.m f) 215.3 kN.m 125.7 kN.m b) 178.1 kN.m e) 144.1 kN.m What is the resultant moment of the five forces acting on the rod about point D?

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 1.8.22P: A cargo ship is tied down to marine boll arts at a number of points along its length while its cargo...

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Find the internal force systems acting on sections 1 and 2.
A cargo ship is tied down to marine boll arts at a number of points along its length while its cargo is unloaded by a container handling crane. Each bollard is fastened to the wharf using anchor bolts. Three cables having known tension force magnitudes F, = ll0 kN.F, = 85kN.and F, 9OkNare secured to one bollard at a point A with coordinates (0.0.45 m. 0) in the x-r-: coordinate system shown in the figure part b. Each cable force is directed at an attachment point on the ship. Force F, is directed from point A to a point on the ship having coordinates (3 m, 9 m. 0) force F, is directed at a point with coordinates (6.5 m. 8.5 m. 2 m) and force F, is directed at a point with coordinates (8 m. 9 m. S m). The diameter of each anchor bolts is 4 24 mm. (a) Find the reaction forces and reaction moments at the base of the bollard. (b) Calculate the average shear stress in the anchor bolts (in the x-: plane). Assume each bolt cart ics an equal share of the total force.
4.71 a)The magnitude of the moment induce by the load about the Line-EF is _____ kN*mm. b) The direction of the moment induce by the load about the Line-EF is _____ kN*mm. options: 1 +x 2 -x 3 +y 4 -y 5 +z 6 -z c)The magnitude of the moment induce by the load about the Line-CD is _____ kN*mm. d) The direction of the moment induce by the load about the Line-CD is _____ kN*mm. options: 1 +x 2 -x 3 +y 4 -y 5 +z 6 -z
Determine the internal normal force at point C. Take F1F1F_1 = 460 lblb , F2F2F_2 = 250 lblb , F3F3F_3 = 346 lblb . Determine the shear force at point C. Determine the moment at point C. Determine the internal normal force at point D. Determine the moment at point D.
An L-shaped bracket is supported by a frictionless pin at A and a cable between points B and D. If pin A is the origin, point C is at (-7, 0); and pin B is at (-7, -10). The cable is attached between point B and an anchor at point D, at (-2, -14). Units are in feet. Force F acts at point C at an angle of 60o from the positive x-axis. Determine the magnitude of the moment that the force F produces about point A. Determine the tension required to hold the bracket in position.
A member is loaded with the given system of forces as shown in figure. Find the moment about A & B. Where AB = AD = 80 m, F1=35 N F2=5N, F3=39N, F4=32N, theta1=35degree , theta2= 50degree, theta3=55degree & theta4=30degree. The Moment about "A" (in Nm) = The Moment about "B" (in Nm) = The Moment about "C" (in Nm) = The Moment about "D" (in Nm) = Short Answer
PROBLEM 4: The boom OC is subjected to tension forces at A and C. It is known that the tension in A is 26 kN and at C is 12 kN. Unit vector CE. (ANSWER: -0.38i-0.87j+0.32k) Tension at A. (ANSWER: 13.20i-15.8j+15.8k kN VECTOR COMPONENT FORM) Moment about O due to the given forces. (ANSWER: 78.71i+0j+3.2k kN VECTOR COMPONENT FORM)
In the given figure below, a tube was supported at A and E by with a ball and socket and a wire at D connected to F. Determine the following given the Force F is equal to 656.46 N. X_b : 218.078 mm X_c : 451.531 mm Y_a : 215.719 mm Z_e : 163.433 mm Z_f : 463.933 mm 1. Determine the x, y and z-component of Vector DF 2. Determine the moment experienced by the system assuming that there is no wire support 3. Determine the x, y and z-component of the moment experienced by the system assuming that there is no wire support 4. Determine the Tension experienced by wire DF 5. Determine the x, y and z-component of the Tension experienced by wire DF.
a = 4 ftb = 3 ftc = 2 ftd = 2.5 ftF1 = {-25i+20j+35k} lbF2 = {-12i-28j+40k} lb Find the x-component of the moment of F1 (in lb-ft) about O. Find the y-component of the moment of F1 (in lb-ft) about O. Find the z-component of the moment of F1 (in lb-ft) about O. Find the magnitude of the moment of F1 (in lb-ft) about O. Find the x-component of the moment of F2 (in lb-ft) about O. Find the y-component of the moment of F2 (in lb-ft) about O. Find the z-component of the moment of F2 (in lb-ft) about O. Find the magnitude of the moment of F2 (in lb-ft) about O. Find the x-component of the resultant moment of F1 and F2 (in lb-ft) about O. Find the z-component of the resultant moment of F1 and F2 (in lb-ft) about O. Find the y-component of the resultant moment of F1 and F2 (in lb-ft) about O. Find the magnitude of the resultant moment of F1 and F2 (in lb-ft) about O.
1. R is the resultant coplanar-concurrent forces composing of P, T, F, and each Q acting on a body. Find the magnitude of the fourth force Q and its angle with respect to horizontal, if P = 840N directed downward to the left at 20 degrees with the vertical, T = 890N is acting to the right along the horizontal, F = 530N is up to the right at 45 degrees with the horizontal and R = 1300N acting downward to the right 30 degrees with the horizontal.
R is the resultant coplanar-concurrent forces composing of P, T, F, and each Q acting on a body. Find the magnitude of the fourth force Q and its angle with respect to horizontal, if P = 840N directed downward to the left at 20 degrees with the vertical, T = 890N is acting to the right along the horizontal, F = 530N is up to the right at 45 degrees with the horizontal and R = 1300N acting downward to the right 30 degrees with the horizontal. Show your answers in graphucal and analytical method
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