SkyCiv Documentation

Your guide to SkyCiv software - tutorials, how-to guides and technical articles

SkyCiv Structural 3D

  1. Home
  2. SkyCiv Structural 3D
  3. Members
  4. Offsetting Members

Offsetting Members

How to offset or translate a member in SkyCiv structural analysis software

Member offsets are small displacements to a member’s position to a location closer to its real world representation.

By default, SkyCiv’s S3D software joins members node to node. The one-dimensional line representing each member between their end nodes is located at the cross section’s centroid.

Aesthetically, this default behaviour creates an overlap of some members which realistically could not occur. In addition, small moments or forces can be present in real world structures due to the adjacent members not actually being joined centroid to centroid. Member offsets are hence used to fix these issues.

Offset Axis

Member offsets are defined by a three string input representing the offset distance in each axis direction: [x-axis, y-axis, z-axis]. This specifies that the members is offset by a specified value of millimetres (inches if using Imperial) in the direction of the designated local axis. The local axis must be used for the offset command due to the confusion that can arise within a three dimensional space when two members are on two totally different planes. For example if a members is on a diagonal to the global axis offsetting it via global measurements would be difficult and time consuming.

Member local axis’ can be displayed onto the wire framed view by going into the visibility settings and turning them on as shown below:


The colored lines on each member represents axis local to the member. Green indicates the direction of the local Y-axis; red indicates the direction of the local X-axis; and blue indicates the direction of the local Z-axis.

Offsetting a member

A member can be offset by clicking on the member and entering the value of the offset in the corresponding axis section of the following [x-axis, y-axis, z-axis], originally set as [0,0,0] due to the lack of initial offset. Using a negative number will offset the member in the negative direction as the local axis.

To access the offset options, make sure you’ve toggled the “Advanced” switch to the on position.


Shown below is an example of a frame without any member offsets. Note that offsets to a member can be made at a single end or both ends as show in the datasheet view of the structure.


You can see above that the corners of the frame members are over lapping and that the purlin is sitting within the frame rafter rather than on top.

Shown below is the same frame but with the use of member offsets:


You can see above that the rafters now sit on top of the columns instead of within them and the similarly with the purlins on the rafters.

Shown below is the same frame but in the wired frame view:

 Although the members do not look connected in the wired view, it will still model as a complete frame with rigid connections, which are discussed in the following section.

How do Offsets work?

Offsets will create “space” between a member and its node, but still connected to the node. It is connected by an invisible Rigid Link. A rigid link is an imaginary stiff link that joins the node to the member offset location, such that they perfectly translate loads, deflection and rotations to one another.

Since the members are no longer connected at their midpoints, this rigid link will create a small moment arm and will therefore affect the member’s internal member forces. It can create additional torsional or bending moment forces in the member. A lot of the time these values are fairly minimal and often can be considered negligible.

Read more about rigid links and their behaviour in the Member documentation.

Note when using Offsets

It is important to be careful when using offsets and rigid links to ensure the members are still connected properly. For instance, if you attach a rigid link to a FFFRRR support (fixed translation is all directions – free to rotate in all directions), you might expect that member to still be supported in the X,Y,Z translation. However, the rigid link is technically free to rotate and the forces may not transfer as intended:

WhatsApp Image 2019-05-17 at 11.41.37 AM

(Note: In this case a correct set up may be a fully fixed support and then FFFRRR on the end of the member to restrain the rigid member from rotating)

Was this article helpful to you?
Yes No

How can we help?

Try SkyCiv Today

Structural Analysis Software free signup widget. SkyCiv Structural Design Software.

Powerful, web-based Structural Analysis and Design software

Go to Top