Tapered Section Group

 

 

 

This function groups the members defined as Tapered Sections. It automatically calculates the sectional properties of the non-prismatic section such that the group section varies uniformly irrespective of the number of segments in the group. The auto-calculated sectional information can be converted into the model data. Tapered sections defined by Value Type cannot be assigned as a Tapered Section Group.

Note
If PSC Sections contain section stiffness scale factor,  the data will be automatically applied  after converting them into  tapered sections by interpolation for each tapered section. However, for the other data such as Effective Width Scale Factor, Reinforcement for PSC Section and Composite Section for Construction Stage need to be re-defined after converting them into tapered sections in the same number of elements.  

Tapered Section Group

 

 

 

 

From the Main Menu select Properties > Section > Tapered Section Group.

 

 

Tapered Section Group

Define Tapered Section Groups.

Group Name: Name of a variable section group

Element List: The element numbers belonging to the variable section group

Note
Graphical selection of elements on the model screen automatically enters the element numbers in Element List. However, the selected elements should have been defined with an identical variable section property.

 

Section Shape Variation

The change of section shape along the element local x-axis is defined relative to the element local y & z-axes.

z-Axis (y-Axis): Change of section dimensions in the element local coordinate system

Linear: Linear variation along the length

Polynomial
Specify an exponent defining the curvilinear function of the section variation in the entry field.

f(x) = a(x-p)n + q       ,where p is the value of distance entered by user.

The values of 'a' and 'q' can be determined using the information of the i-end and j-end.

Symmetric Plane
Enter the location where the tangent to the member profile in a polynomial curvature is parallel with the element local x-axis.

From: Reference point to define the plane of symmetry

Distance: The distance from the reference point to the plane of symmetry in the element local x-axis.

 

Note
In order to define a second order curvature, 3 points on the curve are required. The variable section property data at Section-i and Section-j provide the information on two points, and the Symmetric Plane defines the third point. If the variable section is assumed to be symmetrical in the length direction, the tangent to the curve at the plane of symmetry is parallel with the element local x-axis and perpendicular to the cross-section.

 

 

(a) Symmetric Plane at the i-th end

(b) Symmetric Plane at the j-th end Application of Symmetric Plane

 

Click to include the defined variable section group in the list. Click to change the contents of a section group and to delete section groups.

The automatically calculated section data are assigned to each element constituting the variable section group. The variable section data corresponding to the number of elements assigned to the group are automatically generated. The sections are then sequentially numbered starting from the defined start number. Once the variable section information of the group is converted into Sections, the group automatically becomes deleted.

 

New Start Section Number
Enter a Section ID start number for the variable sections to be converted.
If the section ID already exists, it will automatically go over to the next available number.

Use New Section Name Suffix
Check if the section name uses suffix. Without suffix, all converted sections will retain the existing names.

Start Suffix Number
Enter the starting suffix number.