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.
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