Recent Comments
Clive James and Pete… on The Barrow Poets 
dougaj4 on Excel to Alglib via xlwin… Roulior Halder on Excel to Alglib via xlwin… dougaj4 on Excel to Alglib via xlwin… dougaj4 on Excel to Alglib via xlwin… dougaj4 on How to digitise a scanned… 
Gabriel on How to digitise a scanned… Gabriel on How to digitise a scanned… Gabriel on How to digitise a scanned… Roulior Halder on Excel to Alglib via xlwin… Roulior Halder on Excel to Alglib via xlwin… 
Angelo on Biaxial bending update dougaj4 on Excel to Alglib via xlwin… dougaj4 on Biaxial bending update Roulior Halder on Excel to Alglib via xlwin…
Tag Archives: BS 5400
Using RC Design Functions 4 – Umom and new MaxAx function
Previous post in this series. Download latest version of RC Design Functions6. Previous posts in this series have looked at elastic design functions. We now move on to functions for ultimate limit state (ULS) analysis of reinforced concrete sections: UMom: … Continue reading
Posted in Beam Bending, Concrete, Excel, Newton, UDFs, VBA
Tagged ACI 318, AS 3600, AS 5100, BS 5400, BS 8110, Combined bending and axial load, EC 2, Excel, slender columns, UDF, ULS Analysis, VBA
6 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
