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2.5.3 Determination of Design Membrane Forces
Determination of Design Membrane Forces
We determine the design membrane forces for the abutment of a bridge. For a closer analysis, we select the grid point no. 1 in surface no. 37.
The analyzed surface no. 37 has a thickness of 129 cm.
For the design according to EN 1992-1-1, we select concrete C30/37 and reinforcing steel BSt 500 S (B) in RF-CONCRETE Surfaces.
Further specifications in the 1.4 Reinforcement window are: