Week 14 Bernoulli's EquationName:Problem Set 14Solve for the general solutions of the following DE:1.2x3y' y(y²+3x2)= Week 14 Bernoulli's EquationName:2. x³y dx + (3x4 - y³) dy = 0

Answered: Week 14 Bernoulli's Equation Name:…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Locate the centroid of the plane area shown if L = 126 mm. the centroid of the plane area is: X bar = mm? Y bar = mm? Note: please consider everything. Refer to the image for more clarity. On occasions, I receive wrong answers!!. Kindly please show X bar and Y bar and the final answer in " mm " in the step by step working out please. Appreciate your time!. Side note, the Y bar is wrong in the image please show how to attain the correct Y bar. Alongside, the X bar which is already correct in the image. Please show organised working out so its easier to follow. As this question gets messy and confusing!. Thanks again!
Week 10 Non-Exact Equations - Determination of Integrating Name: 3.(xy - 4lnx + x²sinx²)dx + x²dy = 0
Handwritten answers only pls question P8.2
Course: Civil Engineering Subject: Integral Calculus Topic: Definite Integral Integrate and find the definite integral of the following items:
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Week 10 Non-Exact Equations - Determination of Integrating fac Name: Problem Set 10 Solve for the general solutions of the following DE: 1.2y(x² - y + x) dx + (x² - 2y) dy = 0
Q2/ A page of a level book with some missing readings is reproduced below. Fill in the missing entries along with the necessary arithmetical checks points B.S LS Fall Remarks F.S H.I Rise R.L (+) (-) A 1.100 1.900 1.000 T.PI 0.200 3 1.800 0.200 50.000 B.M, T.P2 4 2.300 3.400 3.200 T.P3 6. 2.000 1.400 1.300 X 8 2.400 1.100 B 2.700
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Can you please give answer to all the questions.
Problem 1 Determine the vertical displacement at joint H of the truss below using the method of virtual work. Each steel member has a cross-sectional area of 4.5 in², and E = 29(10³) ksi. Hint: For more efficient computation of internal axial forces, consider the concept of zero-force members and use the symmetry of the structure and the given loading. A J —12 ft B 6 k 12 ft H C 8 k 12 ft G D 6 k - 12 ft F T 9 ft E
.co b. amen0/Downloads/MTH%20263%20Exam%202%20(Spring%202021).pdf Highlight ID Page view TA Read aloud VDraw 4. Suppose the position of an object moving horizontally after t seconds is given by the function s = f (t) = -6t3 + 36t2 -54t, where s is measured in feet, with s> 0 corresponding to positions right of the origin. When is the particle at rest? SHOW WORK!!! a. On the interval [0,4], when is the particle moving to the right? SHOW WORK!!! +66 近。 f12 Su Oly I14 144 to 61 4
Area Calculation Given the following coordinate values, compute the area in square feet. N1 = 1000.0000 E1= 1000.0000 N2 = 1187.9385 N3 928.1309 E3= 1218.4040 N1= 1000.0000 E2 1068.4040 example answer E11000.0000 Round final answer to nearest "whole foot" Don't enter commas as all answers are greater than 1000 square feet and D2L will view the comma as an extra number and mark your answer incorrect. Also, don't enter fractions of a foot - no decimal place either. 29253 A

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Week 14 Bernoulli's Equation Name: Problem Set 14 Solve for the general solutions of the following DE: 1.2x3y' y(y²+3x2) = Week 14 Bernoulli's Equation Name: 2. x³y dx + (3x4 - y³) dy = 0