Please show intermediate steps including free diagrams, equations used, and problem setup, so that your approach can be followed *Prob. 3.5-18. A rigid beam AD is supported by three identi-cal vertical rods that are attached to the beam at points A.C, and D. When the rods are initially attached to the beamand P = 0, the rods are stress-free. With Fig. P3.5-18 andthe data below, (a) solve for the axial forces F₁, F₂, and Fin the support rods. (Hint: Select F₂ as the redundant force,and take moments about A and D to relate F, and F₁ to theredundant force F₁. Use the Basic Force Method to solvefor F₂.) (b) Determine the vertical displacements u, and up.as identified in Fig. P3.5-18.A = 1.0 in², L60 in.. E= 30 x 10³ ksia 20 in., b = 40 in.. c = 60 in.. P = 10 kips(1)A B"Rigid"P3.5-18, P3.5-19, P3.8-16 and P3.9-7[(y)

Answered: Image /qna-images/answer/4761e0e1-388c-424d-840e-0bdfb59e9ab6.jpg

*Prob. 3.5-18. A rigid beam AD is supported by three ide cal vertical rods that are attached to the beam at point C, and D. When the rods are initially attached to the be and P = 0, the rods are stress-free. With Fig. P3.5-18 the data below, (a) solve for the axial forces F₁, F₁, an in the support rods. (Hint: Select F₂ as the redundant fo and take moments about A and D to relate F, and F₁ to redundant force F₂. Use the Basic Force Method to st for F.) (b) Determine the vertical displacements and as identified in Fig. P3.5-18. A = 1.0 in², L = 60 in.. E= 30 x 10³ ksi a = 20 in., b = 40 in., c = 60 in., P= 10 kips L (1) "Rigid"

*Prob. 3.5-18. A rigid beam AD is supported by three ide cal vertical rods that are attached to the beam at point C, and D. When the rods are initially attached to the be and P = 0, the rods are stress-free. With Fig. P3.5-18 the data below, (a) solve for the axial forces F₁, F₁, an in the support rods. (Hint: Select F₂ as the redundant fo and take moments about A and D to relate F, and F₁ to redundant force F₂. Use the Basic Force Method to st for F.) (b) Determine the vertical displacements and as identified in Fig. P3.5-18. A = 1.0 in², L = 60 in.. E= 30 x 10³ ksi a = 20 in., b = 40 in., c = 60 in., P= 10 kips L (1) "Rigid"

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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