Difference between revisions of "5.2 - Saw cuts"

From TGN Online
Jump to: navigation, search
m (Removed formatting on 'Other links')
m (Corrected link syntax)
Line 1: Line 1:
[https://smdltd.co.uk/technical-info/Contents '''Back to main Contents page''']
+
[[Contents|Back to Contents page]]
  
  
Line 24: Line 24:
 
'''Other items within 5.0 - Design - Floor deck Composite stage:-'''
 
'''Other items within 5.0 - Design - Floor deck Composite stage:-'''
  
[[5.0 - Design - Floor deck Composite stage]]
+
[[5.0 - Design - Floor deck - Composite stage]]
  
 
[[5.1 – Reinforcement]]
 
[[5.1 – Reinforcement]]

Revision as of 17:11, 24 January 2017

Back to Contents page


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

MCRMA/SCI Technical Paper No. 13/SCI P300 REVISED EDITION. Composite slabs and beams using steel decking: Best practice for design and construction

Refer to BS EN 1992-1-1 Section 7.3 for more information

Refer 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

5.1 – Reinforcement

5.2 - Saw cuts

5.3 - Fire

5.4 - Moving concentrated loads

5.5 - Long single span propped composite Slabs

5.6 - Forming service holes