Two-way Spanning Reinforced Concrete Slab Design Spreadsheet

Two-way Spanning Reinforced Concrete Slab Design Spreadsheet

 

This spreadsheet performs an analysis and design of two-way spanning reinforced concrete slab. It can be used by both practicing Engineers and students. Main features of the spreadsheet 1. nice user-friendly interface 2. input cells automatically cross out invalid data 3. automatic generation of a step by step design calculation.

FOREWORD

This spreadsheet performs an analysis and design of two-way spanning reinforced concrete slab.

Design is in accordance with BS 8110-1:1997. Bending moments coefficiens have been taking from the BS code. The equations for the analysis have been obtained from the Reinforced Concrete Designer’s Handbook by Reynolds and Steedman. Self weight of the Slab is calculated automatically and included in the calculations.

SETUP

This spreadsheet has been formatted using Arial, Symbol and Callibri truetype fonts. The spreadsheet has been optimised for a screen resolution of 1024×768 HiColor (16 bit) using large fonts.

Use the Zoom button on the toolbar to reduce or enlarge the display to suit your computer. Use the Save button to permanently store your new settings. Recommended zoom settings are as follows:

Screen resolution 800×600 with large fonts:67%
Screen resolution 800×600 with small fonts:85%
Screen resolution 1024×768 with large fonts:85%
Screen resolution 1024×768 with small fonts:105%

Company Details

Enter your company name and other details in the title block on the Slab Design sheet only. The details will be automatically copied to the other sheets. Company details cannot be entered in the other sheets directly.

KEY INFORMATION

Microsoft Excel

This spreadsheet has been developed for use in Microsoft Excel 2007 on the Microsoft Windows XP operating system.

British Standard Specification (BSI)
This spreadsheet has been developed to comply with BS 8110 : Part 1 : 1997

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Base Plate Analysis and Design Spreadsheet

Base Plate Analysis and Design Spreadsheet

 

  • 1A, 2A, 3A, 4A = Biaxial Bending + Tension or Compression, 4 to 8 concrete anchors
  • 1B, 2B, 3B, 4B = Biaxial Bending + Tension or Compression, 4 to 8 concrete anchors
  • 1C, 2C, 3C, 4C = Biaxial Bending + Tension or Compression, 4 to 8 concrete anchors
  • 1D, 2D, 3D, 4D = Biaxial Bending + Tension or Compression, 4 to 8 concrete anchors
  • 4 = Uniaxial Bending + Tension or Compression, 4 concrete anchors
  • 5 = Compression Only
  • 6 = Tension Only
  • 1A THRU 3D – Biaxial Bending Plus Tension or Compression
  • 1A   – Biaxial Bending Plus Tension or Compression
  • 2A – Biaxial Bending Plus Tension or Compression
  • 3A – Biaxial Bending Plus Tension or Compression
  • 4A – Biaxial Bending Plus Tension or Compression
  • 1B – Biaxial Bending Plus Tension or Compression
  • 2B – Biaxial Bending Plus Tension or Compression
  • 3B – Biaxial Bending Plus Tension or Compression
  • 4B – Biaxial Bending Plus Tension or Compression
  • 1C – Biaxial Bending Plus Tension or Compression
  • 2C – Biaxial Bending Plus Tension or Compression
  • 3C – Biaxial Bending Plus Tension or Compression
  • 4C – Biaxial Bending Plus Tension or Compression
  • 1D – Biaxial Bending Plus Tension or Compression
  • 2D – Biaxial Bending Plus Tension or Compression
  • 3D – Biaxial Bending Plus Tension or Compression
  • 4D – Biaxial Bending Plus Tension or Compression
  • 1A THRU 4D – Biaxial Bending Plus Tension or Compression
  • 1A THRU 4D – Biaxial Bending Plus Tension or Compression
  • 1A THRU 4D – Biaxial Bending Plus Tension or Compression
  • 4 – Uniaxial Bending Plus Tension or Compression
  • 5 – Compression Only
  • 6 – Tension Only
  • 4 thru 6 – Uniaxial Bending, Compression, Tension

 

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Tubular Member Check As Per API RP2A LRFD Spreadsheet

Tubular Member Check As Per API RP2A LRFD Spreadsheet

 

Note:

* Signs for axial compression/Tension have to be specified   ( – for compression or + for tension).
* All bending moments signs shall be positive.
* This spread sheet does not check for hydrostatic loadings and can only be used for members above water.
*Torsional Shear will be added in further revisions

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