The previous post in this series included Excel User Defined Functions using closed form solutions to find the ultimate bending and axial load capacity of reinforced or prestressed concrete sections of any complex shape defined by rectangular or horizontal layers. The paper ultimate-moment-capacity1 provides the derivation of the solutions used in these functions. An extract from the paper is shown below.
- Time in hours and minutes between two dates
- Using LINEST for non-linear curve fitting
- Using Goal Seek on Multiple Cells
- Commenting a block of code in VBA
- Downloads by category
- Section Properties with MeshPY, including torsion and warping
- Cubic Splines
- ULS design of reinforced concrete to AS 3600 and ACI 318
- Weighted Least Squares Regression, using Excel, VBA, Alglib and Python
- Installing Adobe Reader non-DC version.
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