Strut-and-tie modeling - Computational Analysis and Design of Bridge Structures - page 425

(e)

MX

y

x

z

−212.958 −112.816 −12.673 87.469 187.611

−162.887 −62.744 37.398 137.54 237.682

(f )

Figure 13.14 (Continued) (e) Case study 4—ANSYS model. (f) Case study 4—ANSYS
model (S x —lateral stress). (Continued)