member. If the truss and its loading are unsymmetrical with respect to any axis, choose as a reference member some member near the center of the truss. The following problems illustrate the application of Williot-Mohr Diagrams: Example 1.
|Title||:||Statically indeterminate structures and secondary stresses|
|Author||:||John Butler Johnson, Charles Walter Bryan, Frederick Eugene Turneaure, William Spaulding Kinne|