Difference between revisions of "5.2 - Saw cuts"
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'''Refer to BS EN 1992-1-1 Section 7.3 for more information''' | '''Refer to BS EN 1992-1-1 Section 7.3 for more information''' | ||
− | '''[http://www.concretebookshop.com/tr75-composite-concrete-slabs-using-steel-decking-4324-p.aspRefer to Concrete Society TR75: Composite Concrete Slabs on Steel Decking for more information | + | '''[http://www.concretebookshop.com/tr75-composite-concrete-slabs-using-steel-decking-4324-p.aspRefer to Concrete Society TR75: Composite Concrete Slabs on Steel Decking for more information]''' |
'''Refer to AD150: Composite Floors – Wheel Loads from Forklift Trucks for more information''' | '''Refer to AD150: Composite Floors – Wheel Loads from Forklift Trucks for more information''' |
Revision as of 15:50, 24 January 2017
Although the formation of saw cuts is a recognised method of controlling cracks on ground slabs, it is not recommended for upper floor slabs on metal deck for a number of reasons, including the danger of severing mesh that is critical for the composite slab fire design. From experience saw cuts do not always perform the intended function of concentrating the cracking in the location expected.
The preferred method of controlling cracking in composite slabs is through an increase in reinforcement percentage in the top of the slab.
Refer to SCI AD347: Saw Cutting of Composite Slabs to Control Cracking for more information
Refer to BS EN 1992-1-1 Section 7.3 for more information
to Concrete Society TR75: Composite Concrete Slabs on Steel Decking for more information
Refer to AD150: Composite Floors – Wheel Loads from Forklift Trucks for more information
Other items within 5.0 - Design - Floor deck Composite stage:-
5.0 - Design - Floor deck Composite stage
5.4 - Moving concentrated loads