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Design of a Double Corbel per ACI 318-02 Appendix A, SI Unit

Overview & Introduction | CAST Window | Getting Started | Constructing Model | Obtaining Truss Forces |
Defining & Assigning Properties | Checking Stresses | Displaying Model & Analysis Results

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Checking Stresses

After defining the properties of STM Elements and Nodes, we now need to reanalyze the model to obtain the stresses in STM Elements and Nodes and compare them with the corresponding limits.

 

5.1

Similar to the step that we did to obtain the truss forces, obtaining the stresses in STM Elements and Nodes is done by clicking Run Design Calculations from the Analysis menu or by clicking the button from the Standard toolbar. Again, the window displaying the analysis progress shown in Figure 22 then appears. After the analysis is completed, the forces for each STM Element and the corresponding Stress Ratios are shown in the display window (Figure 31).



Figure 31   CAST Window after Step 5.1
(Click here to view a larger image)

5.2

What we need to do now is to check if stresses in the STM Elements and Nodes are within allowable limits. Our design is acceptable because all the stresses, given in terms of Stress Ratios, are less than 1.0. In addition, all Effective Widths provided must be within the Boundaries. If this were not the case, you must go back to redefine the Widths of STM Elements and Nodes as described in Step 4.5 and checked the stresses again.

 

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Overview & Introduction | CAST Window | Getting Started | Constructing Model | Obtaining Truss Forces |
Defining & Assigning Properties | Checking Stresses | Displaying Model & Analysis Results

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This page was created and is maintained by Tjen Tjhin
University of Illinois at Urbana-Champaign
Last update: July 16, 2003