![]() ![]() >Results are available for Static load, Construction stage load, Settlement load, Response spectrum load and Moving Load. >This function will enable the user to view the force diagram along the member and generate table results for the resultant forces (Fx, Fy, Fz, Mx, My and Mz) of a section consisting of plate elements and/or beam elements. Force diagram along the member was not viewed by the program. Previously, this function just showed the resultant forces in a text / table format on the basis of section selected by the user. In this case, Local Direction Force Sum function is used to obtain resultant member forces. >Curved or skewed girder bridges with composite steel plate girder are frequently simulated with plate and beam elements instead of beam elements with composite section. ![]() ![]() The section-cut plane defined using Section for Resultant Forces option can consist of plate/plane stress elements and/or beam/truss elements. This function will enable the users to draw resultant force diagram along the member and generate a table, for the resultant forces (Fx, Fy, Fz, Mx, My, Mz) at several section-cut planes defined along the member. ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |