Chapter 5 Method of Consistent deformation 諧合變位法 Analysis of statically indeterminate structures (beams, trusses, and frames) by the method of consistent

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  • Chapter 5 Method of Consistent deformation Analysis of statically indeterminate structures (beams, trusses, and frames) by the method of consistent deformation Castiglianos compatibility equation (Method of least work )

  • 5-1 general

  • 5-2 Analysis of statically indeterminate beams by the method of consistent deformations r>3+c

  • Support settlements ()

  • A beam, shown in the figure, is subjected to the uniformly distributed load. The support settlements are 5/8 in. at B, 1.5 in. at C, and 0.75 in. at D.

  • 5-3 Analysis of statically indeterminate frames by the method of consistent deformationsr+3b>3j+c

  • 5-3 Analysis of statically indeterminate trusses by the method of consistent deformationsr+b>2j

  • 5-5 Castiglianos compatibility equation (method of least work)