Difference between revisions of "8.3 - Loads"
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| − | + | The maximum span values in [[:file:8.1a.jpg|Table 8.1a]] are based on the following design criteria: | |
| + | *Imposed Load of 1.5kN/m² | ||
| + | *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/150 | ||
| + | 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]''' | |
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| − | + | Go to '''[[8.4 - Standard end laps|NEXT]]''' section | |
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Latest revision as of 15:35, 14 August 2018
The maximum span values in Table 8.1a are based on the following design criteria:
- Imposed Load of 1.5kN/m²
- 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/150
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
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