Reinforced concrete rectangular no pseudo-columns wall section - rcbws

This is a section that can be adopted in the modelling of reinforced concrete walls without pseudo-columns.

Materials and Dimensions

Three different materials can be defined; longitudinal reinforcement, transverse reinforcement, concrete.

The required dimensions are as follows:

• Wall width. The default value is 1 m
• Thickness of section core. The default value is 0.2 m
• Cover Thickness. The default value is 0.025 m

Reinforcement

Longitudinal reinforcement bars can be defined in two different ways:

1. by editing the reinforcement pattern;
2. by entering the respective area and sectional coordinates (the latter being defined in the local coordinate system of the section).

Further, the transverse reinforcement may be specified, in terms of the stirrups' diameters and legs, as well as the distance between them.

FRP Strengthening

FRP wraps may be assigned by selecting the FRP Wrap from a list of the most common products found in the internet, or by introducing user defined values.

Notes

1. The confined concrete region is automatically computed by the program using the R/C cover thickness.
2. All re-bars must be located within the confined concrete region.