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Overview
1 Introduction
2 Theoretical Background
3 Input Data
4 Calculation
5 Results
6 Result Evaluation
7 Printout
8 General Functions
9 Literature

2.5.3 Determining the Design Membrane Forces

Determining the Design Membrane Forces

The design membrane forces for the abutment of a bridge are determined. For a closer analysis, the grid point No. 1 in surface No. 37 is selected.

Image 2.54 Bridge abutment - internal forces in grid point G1

The analyzed surface No. 37 has a thickness of 129 cm.

For the design according to EN 1992-1-1, concrete C30/37 and reinforcing steel BSt 500 S (B) are selected in RF-CONCRETE Surfaces.

Further specifications in window 1.4 Reinforcement are:

Image 2.55 Window 1.4 Reinforcement, Reinforcement Ratios tab
Image 2.56 Window 1.4 Reinforcement, Reinforcement Layout tab
Image 2.57 Window 1.4 Reinforcement, Longitudinal Reinforcement tab
Image 2.58 Window 1.4 Reinforcement, EN 1992-1-1 tab
Image 2.59 Window 1.4 Reinforcement, Design Method tab
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