Determine the reactions and the member end forces for the beam shown below using the matrixstiffness method. (Problem 17.4 from Structural Analysis, 6th Edition, Aslam Kassimali).18 k210 k220 ft10 ft15 ft15 ftEI=constant3

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Answered: Determine the reactions and the member…

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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use the stiffness matrix method to find the displacement at node 1,2,3,4 K1= 8 N/mm K2= 12 N/mm K3= 20 N/mm K4= 15 N/mm K5= 35 N/mm P = 1000 N
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Below presents a continuous beam with A being fixed and B is pinned and C has a roller. Take: E = 200 GPa 1 = 8 x 106mm Load = 2 kN A 5m B Using the following method: 2 KN + 2m + 2m |- You are tasked to analyze the continuous beam by calculating the: > the displacement on the beam at B and C and > the reaction at the supports Matrix Structural Analysis Use the following steps as a guide to analyze the beam: Matrix Structural Analysis ✓ Produce Notations ✓ Establish the known displacements and known external load ✓ Produce Member Stiffness Matrix ✓ Displacement and Load ✓ Calculating the displacement Calculating the reaction at the support
2. For the beams shown in figures, determine the displacements and the slopes at the nodes, the forces in each element, and the reactions. I kip 4 20 ft 3 m L 2 W L B 2 20 ft 10 kN 20 kN m W 17 L 3 m B E = 30 x 106 psi I = 100 in C E = 210 GPa /= 4 x 104 m²
Please Solve only showing answers and steps, not explanations
6= no matter if you solve if by hand writing
1 1 20 ft 18 k 10 ft 15 ft constant El Part B 10 k 2 3 15 ft Determine the reactions and the member end forces for the beam shown in A1 using the matrix stiffness method (Problem 17.4 of Structural Analysis, 6th Edition, Aslam Kassimali).
3. Rigid member ABD is connected to elastic member CDE as shown. For the given loading, what are the vertical displacements of points A and E? A 20KN dimensions in meters B rigid I ст 0.4 E 0.2 5kN E=7oGPa A=100mm²
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Determine the reactions and the member end forces for the beam shown below using the matrix stiffness method. (Problem 17.4 from Structural Analysis, 6th Edition, Aslam Kassimali). 18 k 2 10 k 2 20 ft 10 ft 15 ft 15 ft EI=constant 3