![]() Therefore, the engineering assumptions adopted here may be different from the practical applications. The present example focuses on the functions of midas Civil. We will consider only the following two load cases for modeling: Load Case 1: Vertical load P1 = 430 kN Load Case 2: Seismic load P2 = 520 kN It is assumed that the boundary condition at the base of the pier is completely fixed. Analysis Model and Load Cases The summary of the structural shape and model of the hammerhead pier is shown in Fig.5.1 and 5.2. In this example, the Icon Menu is mainly used, similar to “Tutorial 4”. It is assumed that the user has become familiar with the functions presented previously in “Tutorial 1”. This chapter has been organized so that the user can easily follow the instructions from the modeling to the interpretation of analysis results. ![]() ![]() TWO COLUMN HAMMERHEAD PIER Summary This example presents a hammerhead pier commonly encountered in the design of bridge structures. 25 Verification and Interpretation of Analysis Results Load Combination / 25 Check the Deformed Shape / 27 Check the Stresses / 28. ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |