1. |
What is the strut-and-tie method (STM)? |
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2. |
What are B-regions and D-regions? |
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3. |
What are the advantages to using the STM? |
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4. |
What is wrong with designing D-Regions the traditional ways? |
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5. |
What is the basis for the strut-and-tie design methodology? |
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6. |
Does the STM really work? |
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7. |
Where did the STM originate? |
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8. |
Are there code provisions for design by this method? |
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9. |
What are the steps in design by the strut-and-tie method? |
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10. |
How do I select the initial strut-and-tie model? |
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11. |
How do I select the dimensions of struts? |
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12. |
How do I select tension tie reinforcement? |
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13. |
What are the dimensions of a nodal zone? |
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14. |
What research has been done to support this design methodology? |
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15. |
Where can I get additional guidance for design by this method? |
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16. |
What are some examples of structures that have been designed by the method? |
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17. |
How do I find additional information about the STM? |
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18. |
Are there obstacles to use of the STM? |
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19. |
What are the uncertainties and pitfalls of the STM? |
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20. |
What is the CAST design tool? |
Answer |
21. |
What if I have questions that are not listed? |
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Q & A