The cross-sectional are of each member in cm2 is underlined. Each member is made of steel, E = 20 * 10^6 N/cm2. All lengths are given in centimeters. To Calculate I) the unknown nodal displacements II) the axial force in each member. Solve all The problems by finite element method only need clean and neat answer with each and every step 400 (2) 10 10 90 400 50000 N (1) 45

The cross-sectional are of each member in cm2 is underlined. Each member is made of steel, E = 20 * 10^6 N/cm2. All lengths are given in centimeters. To Calculate I) the unknown nodal displacements II) the axial force in each member. Solve all The problems by finite element method only need clean and neat answer with each and every step 400 (2) 10 10 90 400 50000 N (1) 45

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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