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: | 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 | + | *Imposed Load of 1.5kN/m² |
*Partial Load Factor of 1.5 (considering all loads as ‘Variable’) | *Partial Load Factor of 1.5 (considering all loads as ‘Variable’) | ||
*Imposed Load Deflection Limit of Span/200 | *Imposed Load Deflection Limit of Span/200 | ||
*Wind Uplift of 1.5kN/m², subject to appropriate fixings | *Wind Uplift of 1.5kN/m², subject to appropriate fixings | ||
| − | *Wind Uplift Deflection Limit of Span/ | + | *Wind Uplift Deflection Limit of Span/150 |
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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