Quiz_Lessons4-5

Determine the DE for: Straight lines at a fixed distance P from the origin. a. (xy" – y)? = P²[1+ (y')²] %3D b. (xy' – y)? = p2[1+ (y')²] c. (xy' – y)3 = p3[1+ (y')³] d. (xy" – y)3 = p³[1 + (y')³] e. none of these

Can you write me a program manuscript using geometric definition on FAPT language. The starting point is P1 and starts where the blue dot is. P1 = 0,0

R5 please answer all problems and also write out all steps and reasoning. The second image shows the correct answers.

s = 2 t = 0

s = 2  t = 0

Question 4 List the steps in details to draw the shape below using AutoCAD commands 190 220 50 -90 - 50 114 81 R80 450 122 -R125 68 65 290 50 290 630

solve with solution

Q1 / Reduce the block diagram to the simple form R(s) S 13 S 0. S 1 S C(s)

Solve all parts !

need it correct dont copy use xx=82

In Problem 3  use Euler’s method to obtain a four-decimalapproximation of the indicated value. First use h= 0.1 and then useh =0.05. Find an explicit solution for each initial-value problem andthen construct tables similar to Tables 2.6.3 and 2.6.4. 3) y'=y,  y(0)=1;    y(0)

Use the formal definition of the limit of a sequence to prove the following limit.

Where to put marker for maximum steady state force. It is F-t graph.

s=2 T=0

Only use autocad please and show every step to create it and i will definitely like the answer. Thanks, steps are mandatory pls

Can you help me with this problem? P1 is where the blue dot is

please solve ture and clear

s = 2  t = 0

Don't Use Chat GPT Will Upvote And Give Handwritten Solution Please

Q2: Write all the necessary steps to draw the following figure using relative coordinate system. For example; the draw of (L1, L2) as following > Dynamic input > of > Home> Draw> Line> 50,50>Enter>@100,0>Enter> @0,50 > Enter> and so on 100 100 100 100 A L1 L2 Start Point (50,50) 100 200 100 007 000 007

Graph the function. g(x) = 3 cos x

Step 3

Solve the following differential equation: y'"-2y' +y= e*Inx Select one: a. YG.s=C;Xe¯*+Czx²e*+e* Jinx+ xe-* [Inx = C, sinx+ c>cosx+ sinx Inx+cosx /Inx b. YG.S c. None O d. YG.s=C,xe*+czx²e*-e* ] xInx+e* ]x?inx YG.s=Ce*+c2xe* - e* | xlnx+ xe* | Inx е.

Points for stress vs strain (in image) Assume the compressive concrete strength (f’c) is 3,000 lb/in2 (psi)Calculate a cubic function (3rd order polynomial – Ax3+Bx2+Cx+Constant)Use this function to create a function that describes the slope of the cubic function (the derivative of thecubic function). This new function allows you to calculate the tangent to any point along the curve. Thetangent is the modulus of elasticity (E).   The concrete code provides a formula to calculate E for concrete. That formula is:E = 57,000√??′, where f’c is in units of psi, and E is in units of psi.Use the derivative function you calculated to locate the point on the curve where the slope of the curvematches E using the concrete code formula. Express that stress point on the curve as a percentage ofthe compressive strength of the concrete. Now, calculate the secant modulus for the test case using 1,500 psi (50% f’c) as the arbitrary point onthe curve.Assume fracture occurs at the last point…

Question 2/ 25S+4 A) Solve the equations: (S+2)(S+7)

The raising time of a first order system is the time required to reach 90% of the final value. Select one: True False

Please write the answer in a paper and apload it because I cannot see it if you don't wrote it in a paper thank you

Use MATLAB please make code for this.