A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Abstract As was done in this chapter for beams, a kinematic analysis is necessary to calculate reactions of a statically indeterminate truss. This chapter will present the Williot-Mohr method of calculating nodal displacements. Initially kinematic analyses of statically determinate trusses will be presented. The Williot-Mohr method establishes the final displacement of all the nodes, not just a single node’s X or Y movement as is done with Virtual Work, and the Unit Load Method.
Abstract As was done in this chapter for beams, a kinematic analysis is necessary to calculate reactions of a statically indeterminate truss. This chapter will present the Williot-Mohr method of calculating nodal displacements. Initially kinematic analyses of statically determinate trusses will be presented. The Williot-Mohr method establishes the final displacement of all the nodes, not just a single node’s X or Y movement as is done with Virtual Work, and the Unit Load Method.
Indeterminate Truss Analysis
Saliklis, Edmond (author)
Structures: A Geometric Approach ; 249-290
2018-11-08
42 pages
Article/Chapter (Book)
Electronic Resource
English
Simplified design of indeterminate truss members
| Engineering Index Backfile | 1941
Shearing failure in beams represented by statically-indeterminate truss mechanism
| Engineering Index Backfile | 1963
Drawing indeterminate architecture, indeterminate drawings of architecture
| UB Braunschweig | 2005