RF-CONCRETE Surfaces – Online Manual Version 5

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RF-CONCRETE Surfaces – Online Manual Version 5

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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.

Figure 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:

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

Quick Overview of this Section

Quick Overview of this Section