Steel Balustrade Post Design Spreadsheet to BS 5950-1
An easy to use spreadsheet for designing steel balustrade posts subject to horizontal imposed or wind loads, depending on type of occupancy. Includes baseplate weld and bolt design. Steel-to-steel and steel-to-concrete post fixing scenarios are covered. Spreadsheet covers CHS, RHS and SHS steel sections. Spreadsheet is very user friendly. It is an invaluable tool for quickly designing steel balustrade posts.
- Clear and easy to read output (all on a single page);
- Quick summary of utilization factors; - Covers ULS and SLS checks of balustrade post; - Includes a comprehensive database of standard steel sections up to 100mm deep. This includes CHS, RHS and SHS sections; - Post deflection is checked against user defined absolute value as well as span to depth ratio; - Three load types can be specified and spreadsheet designs for the worst case. The loads include horizontal line load, point load and panel load (UDL); - Post is checked as fixed cantilever; - Baseplates design covers weld and bolt design. Both steel-to-steel and steel-to-concrete post fixing scenarios are covered; - For steel-to-steel connection weld check is based on full height sideplate length. While for steel-to-concrete connection weld check is based on full perimeter weld around the post section; - In-spreadsheet help; - Live diagram shows selected section size and dimensions; - It also updates when user changes between steel-to-steel and steel-to-concrete base connection type; - Design is based on British Standard (BS 5950-1: 2000) (Note: macros must be unblocked for the spreadsheet to function properly. Follow instructions in this guide)
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