Ignorable Forces for Beam Design

Ignorable Forces for Beam Design

The beam forces that are automatically designed for in the beam section design are  Major Bending MomentMajor Shear Force &  Torsion.
The beam forces that are not automatically designed for (or even checked) are  Axial Tension Force, Minor Axis Bending Moment,  Minor Axis Shear Force & Torsional Moment. These are called collectively as  Ignorable Forces in Beam Design Settings > Design Tab (as shown below).



Users can set their preferred Ignorable Forces based on their own engineering judgement or calculations. 
If the actual design forces exceeds the Ignorable Forces values, the beam will be marked as "Fail" with red cross even the reinforcement bars provided is sufficient.
When you double click these beams in  Beam Reinforcement Design to open Reinforcement Data Dialog or select the beams in plan view, right-click select "Beam Section Design", it will give you the Warning(s) stating that the design axial tension, minor axis shear forces, and/or minor axis bending moment exceed(s) the ignorable limits.


Also, you may find the warning message in the "Storey Beams" under the "Design" tab after done designing the beams by batch mode:

Why does a beam have high tensile force?

There are many reasons why a beam may experience high tensile forces :
1.   The beam is not connected to a slab and hence not restrained by the diaphragm which is formed by slabs, hence it is free to elongate, as hence tensile force is produced.
2.  Under high loads, especially lateral loads, beams that are not restrained by diaphragm may be in tension.
3.  Wrong modelling - if the beam is unstable, e.g. unsupported, etc. it may lead to unexpected or erroneous forces.  To check this, go to the " Analytical Model / Analysis Model and Results Display" to check the validity of your model. Refer to  How to check singularity or large deformation warnings during Building Analysis for more information on checking your model.

What can be done if beam fails ignorable forces

There are several course of action that can be taken when beams failed by ignorable forces :
  1. User should manually check the beam capacity by his/her own calculations.
  2. If the user deem the beam actually pass the ignorable force, he can manually over-ride the failure by going into the Interactive Beam Design and choose "OK" to force the beam to a "Pass" (as shown below)

  1. The user can also change or increase the Ignorable Forces limit values.  For example, one can calculate a typical beam tensile capacity by equation below.
    1. Beam Tensile Capacity =  (Number of bars x Cross sections area of each barYield strength of the steel)

      This way, more beams can pass automatically, if the design tensile force is less than, then manually input Ignorable tension force.



    • Related Articles

    • Beam Section Design Contents

      The Storey Beam Section Design and Detailing form can be accessed by clicking the “Storey Beam Section Design and Detailing” option under the “Design” pulldown menu and then selecting one of the “Storey Beams”, “Ribs Beams” or “Foundation Beams” ...
    • Structural Modelling Overview

      Techniques for member creation and loading are described in this section. Also described here are those other modelling related functions contained on the “Member” pulldown. Additional modelling related topics can be found in the preceding Graphic ...
    • Beam Design Settings

      You can display the “Setting and Parameters” form in the “Beam Section Design and Detailing” module. Most of the parameters defined in this section are stored separately for floor beams, rib beams and foundation beams. Beam Design Basic design ...
    • Column and Wall Design Contents

      The "Column Section Design" form can be accessed by clicking the “Column Section Design” option under the “Design” pulldown menu in the Graphic Editor.  ProtaStructure can design rectangular, circular and polyline columns under uniaxial or biaxial ...
    • Reinforcement Data Editor

      Click the “Steel Bars” tab to display the “Reinforcement Data Editor” showing the steel bars selected after beam bending and shear design. This form is a dynamic dialog. It allows the user to edit the selected steel bars and links. The user can also ...