CADWorx Midway - Model for Steel Analysis, STAAD

Most of the time the structural designs we contrive will need to be analysed by an engineer. Our in house engineer uses Bentley's STAAD analysis application, and I believe most of our clients do as well. We can model our structures in a way that requires no modifications by the engineer. This walk-through will be an example of proper modeling to achieve proper export and import.

A little understanding about STAAD. This application uses lines and nodes in order to make it's calculations. When it imports a model, it uses the center-lines of the steel we draw as it's reference.

So, the CADWorx Steel model center-lines are STAAD's lines, and the endpoints of the center-lines are STAAD's nodes.

In a previous post, I stressed that all structural models should be built with all center-lines connecting. This is why. STAAD uses the lines and endpoints as it's reference for calculations.

CADWorx Exported Model - SW 3D View

STAAD Imported Model - SW 3DView

Above you see the CADWorx model as exported out of CADWorx, and what the resulting import into STAAD looks like. Notice in STAAD all the lines (center-lines) are connected, because they are connected in the CADWorx model. The engineer does not need to modify the model in STAAD at this point. He can run his calculations. Here are some close-up pictures.

CADWorx Model Centerlines

STAAD Model Lines/Centerlines

CADWorx Model Centerlines

STAAD Model Lines/Centerlines

Notice in the pictures the correlation between the CADWorx Model center-lines and the STAAD model center-lines.

CADWorx Steel Modeling

Let's see how we can model to see that all center-lines connect.

Draw a W6x15 horizontal beam 10'-0" long. Notice the "Center-line Location" is at the TOP of the beam.

Next, see that your UCS is set to draw a vertical column (XY Plane), then place a W6x15 vertical column, with the "Center-line Location" in the CENTER location and the "Insertion Location" in the center. Select "Pick Points".

Snap to ENDPOINT of centerline,
using Polar Tracking, pull down and
enter 10', then select ENTER

Yes, the shapes are overlapping.

Move the vertical column to the right on the
X-axis 12", using polar tracking to keep you straight.
Yes the shapes are still overlapping.

It is important to use Polar Tracking or Orthogonal Tracking when moving shapes so the center-lines always stay connected. They were connected when you snapped to the ENDPOINT of the center-line. Alternatively, when you place other steel component, you can connect to the middle of a center-line by snapping to the MIDPOINT, or NEAREST of that line.

Now for the magical part, trimming the shape while keeping the center-line. For this use the CADWorx Steel COPE tool.

It will first ask you to select the object you wish to cope, or cut.

After this selection, push the ENTER key to accept. It then asks you to select the coping boundaries, which is the other object that will define how it copes (cuts) the first object you selected.

After this selection, push the ENTER key to accept. It will then ask if it is a BOLTED or WELDED type connection. We will select WELDED here. A welded connection will cope the steel flush with the connecting steel, while a bolted connection will leave 1/2" gap. In our designs, we do use both. Push the ENTER key to accept WELDED type.

And now you have a coped shaped, visually correct, with center-lines connecting for proper export/import with STAAD.

Now, try modelling the complete structure pictured at the beginning, using W6x15's and C4x5.4's for the angle pieces. Remember, those center-lines on the C4's must connect at the top as well. The trick is to use the CADWorx Steel COPE tool to modify the steel, rather than AutoCAD tools.

This holds true while working with CADWorx Steel components, DO NOT USE the AutoCAD ROTATE or MIRROR tools to modify the steel, you will run into placement issues later on. Instead double-click on the steel objects and use those placement tools to ROTATE or MIRROR you component.

Once you have the model complete, there are a few things you need to make sure you do: 

(-> equals ENTER)

1. Set UCS to World coordinates. (UCS->W->), this will set the file to a Z-Axis up, which is needed by STAAD.
2. Position the view as Southwest.
3. Zoom Extents (Z->E->)
4. Save

Finally, go to FILE and select SAVEAS. Browse to the Engineering Folder in your Project Folder, and find the STAAD Folder. Name your file appropriately, and make sure you change the file type from DWG to AutoCAD 2013, DXF.

There are a few things to note, when working on other structural designs. Since STAAD requires a DXF file, once you have the structure designed in your main working model, you will need to copy it from the original file, and paste it in a new file, so it is the only set of components in the file you send for analysis. Work with that file during the analysis until you receive engineering approval, then you can replace the original working model structure with the approved structure.

Also, depending on the complexity of the structural design, the several different types of shapes, and the several options of "Center-line Location" on each shape, you may want to work with the engineer during the modeling to make sure you are representing the steel properly with the center-lines, so STAAD will read it the way it should.

Please, feel free to to discuss any of this with me, or even Harder.

Be Helpful,

Jeremy

CADWorx Basic - Model - Steel Application

In CADWorx, there is an application, or module for modelling steel shapes, CADWorx Steel. This is a basic walk-through of placing a vertical column. I try to touch on all decisions which will need to be considered as you model other shapes to create structures and supports. A key element to try and grasp in this walk-through will be the "Centerline Location". When modeling structure, you will need to understand this element because ALL centerlines must touch in the structure you design.

Use the CADWorx Steel menu to model your structures.

Also, see that your models space is set to "Southwest View" or similar 3D view.

And see that you are drawing in the correct UCS - XY plane. Drawing vertical columns, use UCSNEXT to change your UCS to the proper setup.

Ex. - Use this UCS for drawing vertical columns.

For our structural example, we will use the "Wide Flange" shape tool.

Select the "Wide Flange" tool, and the following dialog appears. In the "Select Data File" you will need to select a data file. We usually use the "Wide Flange" file.

Then select the "Member" size. For this example, a W6X15. Now there is an option to select the "Insert Location" point and select the "Centerline Location" which is either "TOP, CENTER, BOTTOM". Both of these are choices in all steel shapes. The main thing to learn in modeling steel, is that ALL centerlines must touch.

Notice at the top, there is also an option to insert the steel member at a certain "Rotation Angle". Leave that at "0" for now. Then select the "Center Node" for the "Insert Location" and choose "Center" for the "Centerline Location". Finally you can choose "Pick Points" to place the steel. 

You will be prompted to pick your starting point, by left-clicking, then prompted to select your end point, I will enter "15'" and hit my "Enter" key. Notice I am using my Polar Tracking which is usually set to 45 degrees. Also notice I am tracking straight "UP" before I enter the 15'.

Final placement, after the "Enter" key shows the centerline to be in the center of the beam. For your part, try double clicking on the beam and change the three options we had earlier, "Rotation Angle", "Insertion Location", and "Centerline Location". Click "OK"

Double-click again on the member, and select a different "Member" size. Click "OK". 

Double-click again and change the "Select Type" then pick a different "Select Data File". Click "OK".

Notice when you change, all the shapes are placed in reference to the "Centerline Location". 

This is a basic walk-through for using the CADWorx Steel modeling application. There will be some "MIDWAY" walk-throughs that will require this knowledge.

Be Helpful,

Jeremy