Torsional Amplification Factor Table

 

 

 

This function calculates Torsional Amplification Factors to be applied to a torsionally irregular structure when an equivalent static analysis is carried out.

 

When "Story Shear Force Ratio>Consider Story Module" is checked in the "Model/Building/Control Data", accurate shear forces can be obtained for the story having the overlapping Module.

 

When Modules are defined in Results > Result Tables > Story > Define Module, the Module data is displayed in the first column of the table.

 

Table Tool in midas Gen offers a variety of powerful built-in functions. Refer to the following items for detail directions:

 

Usage of Table Tool

 

Terminology

 

Familiarize with Usage

 

Basic directions (Cell motion, selection, size control, etc.)

 

Data manipulation (Add, delete, modify data, etc.)

 

Copy/Paste data using clipboard

 

Supplementary Table functions

 

Table Sorting

 

Table format setting

 

Auto-fit column width

 

Graph printing

 

Supplementary functions by Table types

 

Node/Element Table

 

Results Table

 

 

 

From the Main Menu select Results > Result Tables > Story > Torsional Amplification Factor

 

Select Result Tables > Story > Torsional Amplification Factor in the Tables tab of the Tree Menu.

 

 

 

From Record Activation Dialog, select the load cases/combinations for which Torsional Amplification Factor will be calculated.

 

 

           10-TAFT-1.jpg

Record Activation dialog box

 

Refer to Usage of Table Tool and check the following data:

 


 

    0-rectangle.jpg When Modules are not defined

 

 

10-TAFT-2.jpg

 

 

Load Case: Load case/Combination

 

Story: Story ID

 

Level: Story Elevation

 

Story Height: Story Height

 

 

1. Average Displacement of Extreme Points

 

1.2*Story Displacement: 1.2 times the average of the combined displacements of vertical members at corner (Extreme) points for the given loading condition.

 

 

2. Maximum Displacement

 

Node: Node number at which the maximum displacement takes place at the corresponding story for the given loading condition

Story Displacement: Combined displacement at the Node associated with the maximum displacement

 

 

3. Torsional Amplification Factor

 

Torsional Amplification Factor = The square of the value of "Story Displacement of Maximum Displacement" divided by "1.2*Story Displacement of Average Displacement of Extreme Points"

 

 

0-rectangle.jpg When Modules are defined

 

The Module column is generated only when the Modules are defined. Torsional amplification factors for each Story and Module are calculated as per the following Note.

 

10-TAFT-3.jpg

 

Module: Module name is defined in Define Module

 

Load Case: Load case/Combination

 

Story: Story ID

 

Level: Story Elevation

 

Story Height: Story Height

 

 

1. Average Displacement of Extreme Points

 

1.2*Story Displacement: 1.2 times the average of the combined displacements of vertical members at corner (Extreme) points for the given loading condition.

 

 

2. Maximum Displacement

 

Node: Node number at which the maximum displacement takes place at the corresponding story for the given loading condition

Story Displacement: Combined displacement at the Node associated with the maximum displacement

 

 

3. Torsional Amplification Factor

 

Torsional Amplification Factor = The square of the value of "Story Displacement of Maximum Displacement" divided by "1.2*Story Displacement of Average Displacement of Extreme Points"