Categories
RSS Feed
Search NewtonExcelBach
Archives
Top Posts
- Using LINEST for non-linear curve fitting
- 3DFrame Ver 1.03 and Frame4 Ver 3.07
- Cubic Splines
- About Newton Excel Bach
- Downloads
- Writing Arrays to the worksheet - VBA function
- Frame Analysis with Excel - 3, Continuous beam or frame
- XLDennis, the MSDN Library, and VBA rant
- Filling Blanks with Go To-Special (and local help rant)
- Daily Download 4: Continuous Beam Analysis
Recent Comments

Z on Downloads py_xlCBA – Sup… on py_xlCBA update 
dougaj4 on Downloads 
Z on Downloads py_xlCBA update | Ne… on Calling PyCBA from Excel 
Z on Reinforced concrete elastic an… 
dougaj4 on Reinforced concrete elastic an… 
khoitsma on Continuous beam animations wit… 
Z on Reinforced concrete elastic an… 
dougaj4 on Reinforced concrete elastic an… 
dougaj4 on Reinforced concrete elastic an… 
Z on Reinforced concrete elastic an… 
Z on Reinforced concrete elastic an… 
dougaj4 on Downloads 
dougaj4 on Installing Adobe Reader non-DC…
Tag Archives: Section Analysis
Reinforced Concrete Section Analysis – 4
Previous post The spreadsheet presented in the previous post in this series uses the basic equation given below to find the location of the neutral axis: For a cross section with any applied axial load at eccentricity e, measured from … Continue reading
Posted in Beam Bending, Excel, Newton, UDFs, Uncategorized
Tagged Polynomial, Reinforced Concrete, Section Analysis, UDF, VBA
1 Comment
Reinforced Concrete Section Analysis – 3
Previous post -1 Previous post -2 The theory presented in the previous 2 posts in this series has been incorporated into an Excel UDF, allowing concrete and reinforcement stresses and strains to be evaluated quickly and easily for reinforced and … Continue reading
Posted in Beam Bending, Excel, Newton, UDFs
Tagged Cubic, Plot Shapes, Polynomial, Quadratic, Quartic, Reinforced Concrete, Section Analysis, UDF, VBA
8 Comments
Reinforced Concrete Section Analysis – 2
Previous Post Pseudo-code for elastic analysis of a layered reinforced concrete section under eccentric axial load and pre-stress load: Read data ‘For each reinforcement layer: Find area, first moment of area about top ,and depth of centroid. Find total reinforcement … Continue reading