Tag Archives: Polynomial

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 , , , , | 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 , , , , , , , , | 8 Comments