4.1 Assemble the global stiffness equations for the beam shown. Neglect axial de- formation. Compute the displacements, reactions, and internal forces for the loading and support conditions indicated 2 b C d |1=100x I=300x |I=200x 106mm |J=100x 105 mm² 10° mm² J-500x J=300x 103 mm 10³ mm² 103 mm² ||←10 m→←15 m¦ 10 m E=200 GPa v = 0.3 (a)

4.1 Assemble the global stiffness equations for the beam shown. Neglect axial de- formation. Compute the displacements, reactions, and internal forces for the loading and support conditions indicated 2 b C d |1=100x I=300x |I=200x 106mm |J=100x 105 mm² 10° mm² J-500x J=300x 103 mm 10³ mm² 103 mm² ||←10 m→←15 m¦ 10 m E=200 GPa v = 0.3 (a)

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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