Chapter 3 Statically determinate__ structures (1)

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1、Chapter3StaticallydeterminatestructuresContents§3-1Overview...............................................................................................................1§3-2Staticallydeterminatebeamsandplaneframes...................................................

2、.53-2-1Internalforcesofframemembersandrelationshipwithexternalloads........73-2-2Staticallydeterminatebeams.......................................................................103-2-3Staticallydeterminateframes......................................................

3、.................16§3-3Three-hingearches..............................................................................................243-3-1Internalforcesofthree-hingearches............................................................263-3-2Lineofpressureofthree-hin

4、gearches.........................................................303-3-3Reasonableaxislineofarches.....................................................................31§3-4Staticallydeterminateplanartrusses...........................................................

5、........353-4-1Methodofjoints...........................................................................................383-4-2Methodofsections.......................................................................................423-4-3Jointapplicationofjointmethod

6、andsectionmethod.................................473-4-4Comparisonofvarioustypesoftruss-likebeams........................................48*3-4-5Replacementbarmethod(Henebergmethod)..........................................50§3-5Compositestructures..................

7、.........................................................................51§3-6Staticallydeterminatespatialstructures..............................................................553-6-1Staticallydeterminatespatialframes..............................................

8、.............563-6-2Staticallydeterminatespatialtrusses...........................................................563-6-3Conversionbetween