Masonry Column Design Spreadsheet to BS 5628: 2005
Available for Microsoft Windows and Apple Mac users.
Available for Microsoft Windows and Apple Mac users.
Spreadsheet for designing masonry columns/piers. Allows to easily design unreinforced masonry columns under vertical load, it is possible to specify eccentricity in both directions. Easy input and clear output with a section diagram for quicker appreciation. Very useful spreadsheet for engineers working with masonry buildings.
It is assumed that column is held in position at both ends, but not restrained in direction at either end (i.e. pinned connection top and bottom). Therefore the effective height of the column equals the actual height of the column.
- A clear and easy to read output (all on a single page);
- Quick summary of results; - Masonry covered: clay bricks, calcium silicate bricks, autoclaved aerated concrete blocks, aggregate concrete blocks (solid or hollow), solid aggregate concrete blocks laid flat; - Compressive unit strength are automatically suggested based on masonry type selected; - Characteristic compressive strength is automatically calculated based on unit strength, 'as laid' height and horizontal dimension of blocks (where relevant); - Option to add load eccentricity in both directions; - Limiting slenderness check in accordance with BS; - Design is based on British Standard (BS 5628:1 2005). (Note: macros must be enabled for proper working of the spreadsheet. Follow instructions in this video)
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