Original problem: Set up equations needed to determine moments acting an function of flexural rigidity using Force Method. Joint A - fixed support Joint B- rocker Joint C- pin (hínt: pin at the end of the beam) 10 k/m 6 m 9 m

Original problem: Set up equations needed to determine moments acting an function of flexural rigidity using Force Method. Joint A - fixed support Joint B- rocker Joint C- pin (hínt: pin at the end of the beam) 10 k/m 6 m 9 m

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.3.6P: Consider the plane truss with a pin support at joint 3 and a crtica1 roller support at joint 5 (see...

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Concept explainers

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.

Question

Original problem: Set up equations needed to determine moments acting at joints as
function of flexural rigidity using Force Method.
Joint A - fixed support
Joint B- rocker
Joint C- pin (hint: pin at the end of the beam)
10 kN/m
9 m
6 m.
MAn=
MBA=
Mac=
Moment equilibrium equation at B:

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