Titlebook: Stringer-Panel Models in Structural Concrete; Applied to D-region Johan Blaauwendraad Book 2018 The Author(s) 2018 Plates and FEM.Structur

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2191-530X on linear-elastic analysis and provides programs to use for.Structural concrete designers nowadays distinguish between B-regions (named after Bernoulli beam theory) and D-regions (D standing for ‘disturbed’). They are all familiar with B-regions, but less acquainted with the expertise required for

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Introduction to Stringer-Panel Models,li beam theory does not apply. To explain the merits of the SPM, first an overview of the STM is presented, setting out its design steps and challenges. The SPM applies two different elements: stringers to carry normal forces, and panels for the transmission of uniform shear membrane forces. The SPM

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Dapped Beam, of stringers and panels is explained and the equilibrating loading on the D-region is derived. The loading due to the beam on the D-region consists of a uniformly distributed vertical shear force, a horizontal compressive force on the upper stringer, and a horizontal tensile force on the lower stri