Statics and Strength of Materials. - Morrow, H. W.; Kokernak, Robert P. (2010)
15.8 Statically Indeterminate Beams by the Superposition Method -- 15.9 Deflection of Beams by Integration -- 15.10 Singularity Functions -- 16 Combined Stresses and Mohr's Circle -- 16.1 Introduction -- 16.2 Axial Forces and Bending Moments -- 16.3 Unsymmetric Bending -- 16.4 Eccentrically Loaded Members -- 16.5 Plane Stress -- 16.6 Stress Components on an Oblique Plane -- 16.7 Mohr's Circle for Plane Stress -- 16.8 Principal Stresses -- 16.9 Maximum Shear Stress -- 16.10 Axial Stress -- 16.11 Biaxial Stress: Thin-Walled Pressure Vessel -- 16.12 Pure Shear -- 16.13 Combined Stress Problems -- 17 Columns -- 17.1 Introduction -- 17.2 Euler Column Formula -- 17.3 Effective Length of Columns -- 17.4 Further Comments on the Euler Column Formula -- 17.5 Tangent Modulus Theory -- 17.6 Empirical Column Formulas: Design Formulas -- 18 Bolted, Riveted, and Welded Structural Connections -- 18.1 Introduction -- 18.2 Rivets and Bolts -- 18.3 Methods of Failure for Bolted Joints -- 18.4 Axially Loaded Bolted and Riveted Connections -- 18.5 Shear Connections for Building Frames -- 18.6 Welds -- 18.7 Axially Loaded Welds -- Appendix -- Answers to Even-Numbered Problems -- Index -- A -- B -- C -- D -- E -- F -- G -- H -- I -- J -- K -- L -- M -- N -- O -- P -- R -- S -- T -- U -- V -- W -- Y -- Z.
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