PROBLEM 9 SHOW COMPLETE SOLUTION MCS Problem 9: Restrained BeamSolve for the end moments and reactions at the fixed supports.Restrained Beam of Probllem 920KN/m6m9m2KN/mB10m4mFrame of Problem 10MCS Problem 10: Frame DeflectionSolve for the horizontal deflection of joint D by the Castigliano'smethod. EI = 100000KNm² and AE = 200KNMCS Problem 11: Truss DeflectionFor A =0.00001m², E = 200x106 KN/m², determine the following:a. Horizontal deflection of joint C, Achb. Vertical deflection of joint B, 4Bvc. Horizontal deflection of joint B, 4BhTruss ofProblem 11 B50KNB3m2m3.0m3m4.0mD30KNTruss of Problem 12MCS Problem 12: Indeterminate TrussAssuming AE is constant, solve for all bar forces and reactions ofthe internally indeterminate truss shown above.

Ra = 20KNRb = 40KNMa = 24KNMMb = 36KNMExplanation:

Answered: MCS Problem 9: Restrained Beam Solve…

Advanced Engineering Mathematics

10th Edition

ISBN:9780470458365

Author:Erwin Kreyszig

Publisher:Erwin Kreyszig

Chapter2: Second-order Linear Odes

Section: Chapter Questions

Problem 1RQ

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Solve the 2 problems
Look at each pair of solutions below. Did anyone get the correct solution? If not, spot the error or errors. Peter's Jane's solution solution Problem # 1 G** = 163x+1 x-2 x-2 = 163x+1 64 x-2 = 163x+1 4-3(x-2) = 42(3x+1) 43(x-2) = 42(3x+1) -Зх + 6 3 бх + 2 Зх- б - бх + 2 -9x = -4 -3x = 8 X = X = 3 Problem # 2 (0.6)*-3 > (0.36)-x-1 (0.6)*-3 > (0.36)¬x-1 (0.6)*-³ > (0.36)~x-1 (0.6)*-3 > (0.6²)~*-1 (0.6)*-3 > (0.6²)-*-1 (0.6)*-3 > (0.6)2(-x-1) (0.6)*-3 > (0.6)²(-x-1) (0.6)*-3 > (0.6)-2x-2 (0.6)*-3 > (0.6)-2x-2 х— 3 >-2х-2 х — 3 1 Зх . 3 3 A.
Please show detailed step-by-step explanation and solution for each problem (problem #2, problem #3, problem #4, problem #5, and problem #6). Please use the results of problems #2 and problems #3 to solve and show your work for problems #5 and problems #6 (just like the hint stated).
Problem 3: Determine the number of non-negative integer solutions of equation a +b+ c+d = 41 that satisfy the following conditions: 7 10, c > 8 and d > 10. The solution must be a specific number. You must show your work.
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Question 1 y -3 2 -5 -4 -3 -2 -1 -1 3 -2 -3 4.
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