The arms of the shear wall with reinforced concrete tie beams are always modeled automatically according to 4.5.3.7 within the framework of shell finite element rules , as is the case with a hollow wall .
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See for details.Shell Finite Elements in Polygon Shear Walls (4.5.3.7Finite Element Meshes of Polygonal Cross-section Shear Wall (Shell Elements) (4.5.3.7)
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