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This document examines the stresses in a structure composed of steel and copper members subjected to a concentrated load and uniform temperature change. The structure consists of vertical truss elements made of steel and copper, and rigid beam elements. It is modeled with truss and beam elements in a 2D thermal stress analysis. The structure is fixed at nodes 1-3 and a 4000 lbf load is applied to node 5. An initial temperature of 15°F is increased to 25°F, resulting in thermal stresses. The stresses in the

Author

Pojok Sipil

Language

EN