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)

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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