ent #damping- Sear Xdynamics systems questions 1[1 X +ToFile C:/Users/40332698/AppData/Local/Packages/microsoft windowscommunicationsapps_8wekyb3d8bbwe/LocalState/Files/50/145/Attachments/dynamics%...+ ?A Read aloud Add textDrawPage viewHighlightEraseVQ2/60 At time t = 0, the position vector of a particle mov-ing in the x-y plane is r = 5i m. By time t = 0.02 s,its position vector has become 5.1i+ 0.4j m.Determine the magnitude vav of its average veloc-ity during this interval and the angle 0 made by theaverage velocity with the positive x-axis.Type here to searchO Bi 2€PT9°C Cloudy D4^JeeF2endprt scF10deleteE3EIILCDsex$RF+25TGBA6YHBR&7NÅUJFB*8M1F9K(9O)OLhomeP-:;F12{+1inserte1-

Given data: t1=0 sr1→=5i mt2=0.02 sr2→=5.1i+0.4j m Need to determine the average velocity of the…

= 0.02 s, 2/60 At time t = 0, the position vector of a particle mov- ing in the x-y plane is r = 5i m. By time t its position vector has become 5.1i + 0.4j m. Determine the magnitude vay of its average veloc- ity during this interval and the angle 0 made by the average velocity with the positive x-axis.

= 0.02 s, 2/60 At time t = 0, the position vector of a particle mov- ing in the x-y plane is r = 5i m. By time t its position vector has become 5.1i + 0.4j m. Determine the magnitude vay of its average veloc- ity during this interval and the angle 0 made by the average velocity with the positive x-axis.

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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ZVA @ e SIM a A moodle1.du.edu.om Solve the second order homogeneous differential equation y " -6y'-7y = 0 with intial values y(0) = 0; y'(0) = 1 %3D Maximum file size: 200MB, maximum number of files: 1 Files II
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I am trying to find a Direction Cosine Matrix (DCM) for the Euler angle body 1-2-3 sequence. I tried making my own function and using the MATLAB function, but the result is matrices that are not equal to each other. But, if I were to use the 'ZYX' sequence, I would get a matrix that is equal to the transpose of the matrix produced by my function.I mean that transpose(EA123toDCM) = E123toDCM if I changed the sequence to 'ZYX'. I never got two equal matrices. Can you fix my code so I would get two equal DCM matrices for the body 1-2-3 sequence? Also, for the E123toDCM line, I am using the sequence 'XYZ'. Is that correct or should it be 'ZYX'? I know that that for a DCM of sequence 1-2-3 = R3(theta1)*R2(theta2)*R1(theta3). Is ZYX sequence the same as a 1-2-3 sequence? EA = [pi/3; -pi/4; -pi/6];EA123toDCM = EA123DCM(EA) E123toDCM = angle2dcm(EA(1,1), EA(2,1), EA(3,1), 'XYZ') function [R] = EA123DCM(EA) theta1 = EA(1,1); theta2 = EA(2,1); theta3 = EA(3,1); R1 =…
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Given the trasnfer function G(s) numerator and denominator coefficients for Matlab code should be: O s³+2s+1 2s4+2s²+1' the num= [1 0 2 1] and den=[2 020 1] O num=[1 2 1] and den=[2 0 2 1 1] O num=[1 2 1] and den=[2 2 1] O num=[1 0 2 1] and den=[2 2 0 1]
An object was dropped off the top of a building. The function f(x) = -16x2 + 144 represents the height of the object above the ground, in feet, x seconds after being dropped. Find and interpret the given function values and determine an appropriate domain for the function. f(-3) =___ meaning that___ seconds after the object was dropped, the object was___ feet above the ground. This interpretation___in the context of the problem. f(0.5)=___ meaning that___ seconds after the object was dropped, the object was___ feet above the ground. This interpretation____in the context of the problem. f(8)=___ meaning that___ seconds after the object was dropped, the object was___ feet above the ground. This interpretation___in the context of the problem. Based on the observations above, it is clear that an appropriate domain for the function is___
Please Draw The Freebody On a sheet of paper Only and Solve via Handwritten Only. Here I am facing difficulty in Typed based solution. [Reaction(N) and angle(°)]
INSTRUCTIONS: Solve the following problem by manually applying the finite element method, following these steps: Pre-processing: Geometry identification. Material properties identification. Load identification. Boundary condition identification. Development of the connectivity matrix for nodes and elements. Processing: Calculation of local stiffness matrices. Assembly of the global stiffness matrix. Assembly of the global force matrix (if required). Application of boundary conditions. Resolution of the system of equations. Derivation of the complete displacement vector (u). Post-processing: Reaction forces calculation. Stress analysis. Problem Statement: the truss nodes and elements (in parentheses) are already numbered. The areas (are in cm^2 ) are underlined. members are made of structural steel, modulus of elasticity is (E) of 20×10^6 N/cm^2 . the lengths are given in cm.
I am trying to find a Direction Cosine Matrix (DCM) for the Euler angle body 1-2-3 sequence. I tried making my own function and using the MATLAB function, but the result is a matrix that is transpose of each other. I mean that transpose(EA123toDCM) = E123toDCM. Why is that? Also, for the E123toDCM line, I am using the sequence 'ZYX'. Is that correct or should it be 'XYZ'? I know that that for a DCM of sequence 1-2-3 = R3(theta1)*R2(theta2)*R1(theta3). Is ZYX sequence the same as a 1-2-3 sequence? EA = [pi/3; -pi/4; -pi/6];EA123toDCM = EA123DCM(EA) E123toDCM = angle2dcm(EA(1,1), EA(2,1), EA(3,1), 'ZYX') function [R] = EA123DCM(EA) theta1 = EA(1,1); theta2 = EA(2,1); theta3 = EA(3,1); R1 = @(a)[1 0 0 ; 0 cos(a) -sin(a); 0 sin(a) cos(a)]; R2 = @(a)[cos(a) 0 sin(a) ; 0 1 0 ; -sin(a) 0 cos(a)]; R3 = @(a)[ cos(a) -sin(a) 0; sin(a) cos(a) 0;…
DETAILS CHAPMANML6 1.CQ.008. MY NOTES ASK YOUR TEACHER Complete the following sentence. Instead of typing commands directly in the Command Window, a series of commands can be placed into a file, and the entire file can be executed by typing its name in the Command Window. Such files are called files.