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Tag Archives: Section Analysis
Using Beam Design Functions
“Beam Design Functions” is an Excel spreadsheet providing a User Defined Function (UDF) that will calculate the stresses, strains, forces and moments in a reinforced or prestressed concrete section subject to any specified bending moment and axial load, using an … Continue reading
Posted in Beam Bending, Concrete, Excel, Newton, UDFs, VBA
Tagged Beam Bending, elastic analysis, Excel, Prestressed concrete, Reinforced Concrete, Section Analysis, UDF, VBA
12 Comments
ULS design of reinforced concrete, AS, ACI and European codes
The previous post in this series compared the results of current and previous Australian Standards, and the ACI 318 code, for the ultimate bending capacity of a rectangular reinforced concrete section, subject to combined bending and axial load. I have now extended … Continue reading
Posted in Beam Bending, Concrete, Excel, Newton, UDFs
Tagged ACI 318, AS 3600, BS 5400, BS 8110, Concrete, EC 2, Reinforced Concrete, Section Analysis, Ultimate capacity
1 Comment
ULS design of reinforced concrete to AS 3600 and ACI 318
Following on from the previous post I have modified my RC Design Functions spreadsheet to incorporate the US ACI 318 design code requirements, as well as the recent revision to the Australian code, AS 3600. The revised spreadsheet will be uploaded … Continue reading
Posted in Beam Bending, Concrete, Newton
Tagged ACI 318, AS 3600, Concrete, Reinforced Concrete, Section Analysis, Ultimate capacity
3 Comments
Reinforced Concrete Section Analysis 7 – rectangular sections
Previous post The spreadsheets presented in earlier posts in this series have been simplified for use with rectangular sections with two layers of reinforcement. The functions EStress (for elastic analysis of stresses, strains and crack widths) and UMom (for the … Continue reading
Posted in Beam Bending, Concrete, Newton, UDFs
Tagged Beam Bending, Reinforced Concrete, Section Analysis, UDF, Ultimate capacity, VBA
3 Comments
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