### Categories

### RSS Feed

### Search NewtonExcelBach

### Archives

### Top Posts

- Time in hours and minutes between two dates
- Latex Maths Text in Excel
- Commenting a block of code in VBA
- Using LINEST for non-linear curve fitting
- Weighted Least Squares Regression, using Excel, VBA, Alglib and Python
- Deflections and Moments in Rectangular Plates
- Solving Quadratic, Cubic, Quartic and higher order equations; examples
- Pint, MPmath and implied units, working with Excel
- Using Goal Seek on Multiple Cells
- Beam actions and deflections by Macaulay's Method

### Recent Comments

Latex Maths Text in… on Pint, MPmath and implied units… dougaj4 on The VBA Decimal data type Ludek on The VBA Decimal data type dougaj4 on The VBA Decimal data type Ludek on The VBA Decimal data type dougaj4 on About Newton Excel Bach Reinaldo Chohfi Jr. on About Newton Excel Bach Solving cubic equati… on Solving Quadratic, Cubic, Quar… David N on A Match Function Bug … dougaj4 on A Match Function Bug … SectionProperties up… on SectionProperties update updat… David N on A Match Function Bug … dougaj4 on Fitting 3D circles to scattere… Aaron on Fitting 3D circles to scattere… dougaj4 on 3D plots with the latest …

# Tag Archives: Ultimate capacity

## 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 – with prestress

The simplified reinforced concrete section analysis spreadsheet presented here has been revised to allow the input of a pre-tension stress to either or both layers of reinforcement. The spreadsheet (including full open source code) can be downloaded from RC Design Functions5. Note … Continue reading

Posted in Beam Bending, Concrete, Excel, Newton, UDFs, VBA
Tagged Beam Bending, Curvature, EC2, Excel, Prestressed concrete, Reinforced Concrete, UDF, ULS, Ultimate capacity, VBA
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 – 6; Ultimate Limit State

The previous post in this series included Excel User Defined Functions using closed form solutions to find the ultimate bending and axial load capacity of reinforced or prestressed concrete sections of any complex shape defined by rectangular or horizontal layers. The … Continue reading

Posted in Beam Bending, Concrete, Newton
Tagged Beam Bending, Prestressed concrete, Reinforced Concrete, Ultimate capacity
6 Comments