Sap arch
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This document provides step-by-step instructions for modeling an arch with a radius of 29 ft, height of 8 ft, and span of 40 ft in the structural analysis software SAP2000. The modeling process uses a barrel vault shell template to initially place points defining the arch geometry, then deletes the shell elements to leave just the arch frame. Key steps include calculating arch parameters from dimensions, using the template to input values, rotating and positioning the arch frame, adding supports and loads, and analyzing the model.
Sap arch
- 1. SAP2000 TUTORIAL ARCHES The first step in the process of modeling an arch is to determine the Radius (R) and the angle theta (θ) using the following equations: L2 + 4h2 R = 8h L / 2 θ = sin -1 R L θ R h The arch that will be modeled in the tutorial is shown below: it has a height (h) of 8 ft., sits on columns that are twelve feet high and the distance between them (L) is 40 ft. Calculating the radius (R) gives a value of 29 ft. and the angle theta (θ) is 43.6°.
- 2. Putting the Arch into SAP Modeling an arch in SAP uses a Barrel Vault Shell Template for creating the points to draw an arch and then erases the shell elements. 1. Open SAP and Assign the units kip-ft 2. Go to File New Model From Template to get the following screen: 3. Select the Barrel Vault icon to bring up the following screen: Enter a value of at least 12 for the Number of Circumferential Spaces Enter a value of 1 for the Number of Span Spaces Enter a value of 32 for the Span Enter a value of 29 as calculated for the Radius Enter a value of 43.6 as calculated for the Roll Down Angle Click OK and the following screen will appear.
- 3. 4. Make the Y-Z Plane screen active and turn off the gridlines by pressing F7 or go to View Show Axes. Using the Draw Frame Element tool, connect the dots to make the arch. 5. Make the 3-D View window active, select the shell elements and press Delete on the keyboard or go to Edit Delete. Continue deleting until all of the shell elements are gone – use the Pencil icon to refresh the page as needed.
- 4. 6. The following screen results at the end of this process. However, the arch is drawn in the Y-Z Plane and it needs to be rotated to the X-Z Plane. 7. To rotate the arch, select all of the joints and frames and go to Edit Replicate (or Ctrl + R) to get the dialog box. Choose the Radial tab, select Z-Axis, enter an Angle of 90, and Number of 1. Click OK. The screen will appear as below. Make the Y-Z Plane active, select all the joints and members of the arch in that plane (drag a selection window as shown above) and then press Delete on the keyboard or go to Edit Delete. Use the Pencil tool to refresh the screen in both windows.
- 5. The 3-D View screen will appear like this: However, the arch won’t be visible in the X-Z Plane because it does not coincide with any gridlines. Right mouse click on the end joint to bring up the following screen. This shows that the joint is at X = 19.999 and Y = 16 (the opposite end of the arch will be at X = -19.999). 8. Go to Draw Edit Grid to get the following dialog box: In the X-Direction, Add Grid Line at 19.999 and –19.999. In the Y-Direction, Add Grid Line at 16.
- 6. 9. Change the screen view to the X-Z Plane and scroll using the arrows to X-Z Plane at Y=16 to get the following screen. 10. Add a gridline at Z= -12, Draw the columns, and Assign the Joint Restraints (pin supports). 11. Define Static Load Cases as before - change the Self Weight Multiplier to 0 and click Change Load and then OK. 12. Assign loads by choosing all the frame members of the arch and go to Assign Frame Static Loads Point and Uniform or use the Shortcut Button. Apply a Uniform Load of –1 klf on the Global Z Projection.
- 7. 13. Set Analysis Options: go to Analyze Set Options and choose Plane Frame – XZ Plane. 14. Analyze the model: go to Analyze Run 15. Display diagrams as needed.