Difference between revisions of "4.10 - Steps in slab"

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[https://smdltd.co.uk/technical-info/Contents '''Back to main Contents page''']
 
 
 
 
 
Where a step in the deck/slab level is required, this should be located at supporting beam positions, with angles provided to support the lower level decking.   
 
Where a step in the deck/slab level is required, this should be located at supporting beam positions, with angles provided to support the lower level decking.   
  
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[[File:4.10a.jpg|400px]]
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[[File:4.10b.jpg|400px]]
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'''[https://smdltd.co.uk/wp-content/uploads/2017/01/17-Step-in-floor-Detail-2-Continuous-slab-CMYK.jpg Refer SMD Section Image 17b]'''
 
'''[https://smdltd.co.uk/wp-content/uploads/2017/01/17-Step-in-floor-Detail-2-Continuous-slab-CMYK.jpg Refer SMD Section Image 17b]'''
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When developing the detail to be used, the buildability should be considered as the detail in Fig 4.10b would require a two stage concrete pour, with the lower level poured first.
 
When developing the detail to be used, the buildability should be considered as the detail in Fig 4.10b would require a two stage concrete pour, with the lower level poured first.
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'''Other items within 4.0 - Design - Floor deck:-'''
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Go to '''[[4.11 - End caps|NEXT]]''' section
 
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'''[https://smdltd.co.uk/technical-info/4.1_-_Benefits_of_composite_metal_deck 4.1 - Benefits of composite metal deck]'''
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'''[https://smdltd.co.uk/technical-info/4.2_-_Sheet_lengths 4.2 - Sheet lengths]'''
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'''[https://smdltd.co.uk/technical-info/4.3_-_Temporary_propping 4.3 - Temporary propping]'''
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'''[https://smdltd.co.uk/technical-info/4.4_-_Lateral_restraint_and_diaphragm_action 4.4 - Lateral restraint and diaphragm action]'''
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'''[https://smdltd.co.uk/technical-info/4.5_-_Bearings_/_Support 4.5 - Bearings / Support]'''
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'''[https://smdltd.co.uk/technical-info/4.6_-_Fixings 4.6 - Fixings]'''
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'''[https://smdltd.co.uk/technical-info/4.7_-_Cantilevers 4.7 - Cantilevers]'''
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'''[https://smdltd.co.uk/technical-info/4.8_-_Edge_trim 4.8 - Edge trim]'''
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'''[https://smdltd.co.uk/technical-info/4.9_-_Flashings 4.9 - Flashings]'''
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''[https://smdltd.co.uk/technical-info/4.10_-_Steps_in_slab 4.10 - Steps in slab]''
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'''[https://smdltd.co.uk/technical-info/4.11_-_End_caps 4.11 - End caps]'''
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Latest revision as of 11:16, 22 March 2017

Where a step in the deck/slab level is required, this should be located at supporting beam positions, with angles provided to support the lower level decking.

Depending on the difference in level and requirement for slab continuity, the higher level slab may be formed using standard edge trim (refer to Fig 4.10a) or formed traditionally by following trades (refer to Fig 4.10b).


4.10a.jpg


4.10b.jpg


Refer SMD Section Image 17a

Refer SMD Section Image 17b


When developing the detail to be used, the buildability should be considered as the detail in Fig 4.10b would require a two stage concrete pour, with the lower level poured first.





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