Using the finite element method, the nodal displacements for the problem shown at left where calculated as given below, where node andelements are numbered in order starting at the ground as shown. Cross-sectional area is 600 cm2, the Youngs modulus is 200 GPa, and theyield stress is 350 MPa. What is the elongation (change in length) of Element 3, in units of inches?(4)15 ftd2 = -0.08 inches15 ftdz = -0.24 inchesd4 = -0.45 inches(2)15 ftds = -0.60 inches(1)15 ft

The given data is: Cross sectional area, A=600 cm2 Youngs modulus, E=200 GPa Yield stress=350 MPa…

Using the finite element method, the nodal displacements for the problem shown at left where calculated as given below, where node and elements are numbered in order starting at the ground as shown. Cross-sectional area is 600 cm², the Youngs modulus is 200 GPa, and the yield stress is 350 MPa. What is the elongation (change in length) of Element 3, in units of inches?

Using the finite element method, the nodal displacements for the problem shown at left where calculated as given below, where node and elements are numbered in order starting at the ground as shown. Cross-sectional area is 600 cm², the Youngs modulus is 200 GPa, and the yield stress is 350 MPa. What is the elongation (change in length) of Element 3, in units of inches?

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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