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Tag Archives: ULS Design Functions
py_RC Design 2
Following the previous post, the py_RC Design spreadsheet has been updated with improved versions of the py_UMomp and py_UMomBiax functions. The revised version can be downloaded from: py_RC Design.zip The py_UMomp function is based on the Umom function, with the … Continue reading
py_RC Design
The py_RC Design spreadsheet provides Python versions of the reinforced concrete design functions in the RC Design Functions spreadsheet. The current version can be downloaded from: py_RC Design.zip See also: SLS Concrete design with Python for additional SLS design related functions. … Continue reading
Posted in Beam Bending, Concrete, Excel, Link to Python, Newton, PyXLL, UDFs
Tagged AS 3600, biaxial bending, Eurocode 2, Excel, Python, PyXLL, Reinforced Concrete, UDFs, ULS Design Functions
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ULS Design Functions-biax 0.08
I have just uploaded a new version ULS Design Functions-biax, which can be downloaded (together with the uni-axial version) from: ULS Design Functions.zip The main changes are added code parameters from Eurocode 2: Detailed output for a specified load and … Continue reading
Posted in Beam Bending, Concrete, Excel, Newton, UDFs, VBA
Tagged ACI 318, AS 3600, biaxial bending, Eurocode 2, Excel, Interaction diagrams, Reinforced Concrete, UDFs, ULS Design Functions, VBA.
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Biaxial bending update 2
It was recently reported that the VBA version of the biaxial bending spreadsheet was returning incorrect results when the neutral axis was exactly parallel to the Y axis. This problem has now been fixed, and the revised spreadsheet can be … Continue reading
Posted in Beam Bending, Concrete, Excel, Newton, UDFs, VBA
Tagged ACI 318, AS 3600, biaxial bending, Eurocode 2, Excel, Reinforced Concrete, UDFs, ULS Design Functions, VBA
5 Comments
ULS Design Functions 2.16
The ULS Design Spreadsheet has now been updated to Version 2.16, which can be downloaded from: ULS Design Functions The main new feature is the option to design for prestress loads applied to circular tanks. Due to axi-symmetric effects, when … Continue reading