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CHAPTER 8—ANALYSIS AND DESIGN—GENERAL CONSIDERATIONS318-08 preview
CHAPTER 8—ANALYSIS AND DESIGN—GENERAL CONSIDERATIONS
.......................... 103
8.1—Design methods...........................................................................................................................................................103
8.2—Loading........................................................................................................................................................................103
8.3—Methods of analysis .....................................................................................................................................................104
8.4—Redistribution of moments in continuous flexural members ........................................................................................105
8.5—Modulus of elasticity ....................................................................................................................................................107
8.6—Lightweight concrete....................................................................................................................................................107
8.7—Stiffness.......................................................................................................................................................................108
8.8—Effective stiffness to determine lateral deflections.......................................................................................................108
8.9—Span length .................................................................................................................................................................109
8.10—Columns ....................................................................................................................................................................110
8.11—Arrangement of live load............................................................................................................................................110
8.12—T-beam construction ..................................................................................................................................................111
8.13—Joist construction.......................................................................................................................................................112
8.14—Separate floor finish...................................................................................................................................................113
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