Difference between revisions of "8.3 - Loads"
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| − | + | The maximum span values in Table 8.1a are based on the following design criteria: | |
| + | : • Imposed Load of 1.5kN/m² or Line Load of 2kN/m | ||
| + | : • Partial Load Factor of 1.5 (considering all loads as ‘Variable’) | ||
| + | : • Imposed Load Deflection Limit of Span/200 | ||
| + | : • Wind Uplift of 1.5kN/m², subject to appropriate fixings | ||
| + | : • Wind Uplift Deflection Limit of Span/90 | ||
| − | + | ||
| + | For more detailed designs, refer to '''[https://smdltd.co.uk/technical/elements-design-software/ SMD Elements ® design software version 2.0]''' for more information | ||
| + | |||
| + | '''[https://smdltd.co.uk/products-services/roof-deck/ More extensive load tables can be found on the SR product-specific data sheets]''' | ||
Revision as of 12:47, 25 January 2017
Back to main Contents page
The maximum span values in Table 8.1a are based on the following design criteria:
- • Imposed Load of 1.5kN/m² or Line Load of 2kN/m
- • Partial Load Factor of 1.5 (considering all loads as ‘Variable’)
- • Imposed Load Deflection Limit of Span/200
- • Wind Uplift of 1.5kN/m², subject to appropriate fixings
- • Wind Uplift Deflection Limit of Span/90
For more detailed designs, refer to SMD Elements ® design software version 2.0 for more information
More extensive load tables can be found on the SR product-specific data sheets
Other items within 8.0 - Design - Roof deck:-
- 8.0 - Design - Roof deck
- 8.1 - Quality
- 8.2 - Spans
- 8.3 - Loads
- 8.4 - Standard end laps
- 8.5 - Extended end laps
- 8.6 - Raking supports and cutting
- 8.7 - Cantilevers
- 8.8 - Sheet lengths
- 8.9 - Fire rating
- 8.10 - Durability
- 8.11 - Acoustics
- 8.12 - Airtightness
- 8.13 - Fixing specification
- 8.14 - Non-fragility
- 8.15 - Diaphragm design
- 8.16 - Protex® warranted insulated system
- 8.17 - Aesthetics
