When the reactive forces or the internal resisting forces over a cross section exceed the number of independent equations of equilibrium, the structure is called statically indeterminate. These cases require the use of additional relations that depend on the elastic deformations in the members.
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 Chapter 01  Simple Stresses

Chapter 02  Strain
 Stressstrain Diagram
 Axial Deformation
 Shearing Deformation

Statically Indeterminate Members
 Solution to Problem 233 Statically Indeterminate
 Solution to Problem 234 Statically Indeterminate
 Solution to Problem 235 Statically Indeterminate
 Solution to Problem 236 Statically Indeterminate
 Solution to Problem 237 Statically Indeterminate
 Solution to Problem 238 Statically Indeterminate
 Solution to Problem 239 Statically Indeterminate
 Solution to Problem 240 Statically Indeterminate
 Solution to Problem 241 Statically Indeterminate
 Solution to Problem 242 Statically Indeterminate
 Solution to Problem 243 Statically Indeterminate
 Solution to Problem 244 Statically Indeterminate
 Solution to Problem 245 Statically Indeterminate
 Solution to Problem 246 Statically Indeterminate
 Solution to Problem 247 Statically Indeterminate
 Solution to Problem 248 Statically Indeterminate
 Solution to Problem 249 Statically Indeterminate
 Solution to Problem 250 Statically Indeterminate
 Solution to Problem 251 Statically Indeterminate
 Solution to Problem 252 Statically Indeterminate
 Solution to Problem 253 Statically Indeterminate
 Solution to Problem 254 Statically Indeterminate
 Solution to Problem 255 Statically Indeterminate
 Solution to Problem 256 Statically Indeterminate
 Solution to Problem 257 Statically Indeterminate
 Thermal Stress
 Chapter 03  Torsion
 Chapter 04  Shear and Moment in Beams
 Chapter 05  Stresses in Beams
 Chapter 06  Beam Deflections
 Chapter 07  Restrained Beams
 Chapter 08  Continuous Beams
 Chapter 09  Combined Stresses
 Chapter 10  Reinforced Beams