Steel Member Reinforcing, Reinforcement Analysis
![[Image: 74086140020935597851.jpg]](https://pic.civilea.com/images/74086140020935597851.jpg)
![[Image: 37207479151528113182.jpg]](https://pic.civilea.com/images/37207479151528113182.jpg)
![[Image: 35334744600523952350.jpg]](https://pic.civilea.com/images/35334744600523952350.jpg)
![[Image: 07414800920663296556.jpg]](https://pic.civilea.com/images/07414800920663296556.jpg)
![[Image: 74463244753246229434.jpg]](https://pic.civilea.com/images/74463244753246229434.jpg)
![[Image: 51221897837511683270.jpg]](https://pic.civilea.com/images/51221897837511683270.jpg)
![[Image: 19576391652956480273.jpg]](https://pic.civilea.com/images/19576391652956480273.jpg)
![[Image: 92871989897609352962.jpg]](https://pic.civilea.com/images/92871989897609352962.jpg)
Spreadsheet program written in MS-Excel for the purpose of analysis and code checking of steel members with various types of reinforcement configurations. Specifically, members are analyzed / code checked per the AISC 9th Edition Allowable Stress Design (ASD) Manual. Both actual and allowable stresses are computed, with the final result being a computed "stress ratio" of actual stress/allowable stress. Both the intermediate and end weld requirements for attaching the reinforcing to the existing member are determined.
Analysis of Existing Member Reinforced with:
- Plate at Bottom
- WT Section at Bottom
- I-Beam at Bottom
- 4 Symmetric Angles
- 4 Symmetric Round Bars
- Top & Bottom Plates
- 2 WT's (webs toed in)
- 2 WT's (webs toed out)
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************
stone age was not finished due to lack of stones. . . . . .tEChNOlOGY Changed