Difference between revisions of "6.0 - Design - Floor deck composite beam design"

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[[6.0 - Design - Floor deck composite beam design]]
 
[[6.0 - Design - Floor deck composite beam design]]
 
 
[[6.1 - Shear stud LAW (length after weld)]]
 
[[6.1 - Shear stud LAW (length after weld)]]
 
 
[[6.2 - Design rules for minimum degree of connection]]
 
[[6.2 - Design rules for minimum degree of connection]]
  

Revision as of 09:17, 25 January 2017

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Other items within 6.0 - Design - Floor deck Composite beam design:-

6.0 - Design - Floor deck composite beam design 6.1 - Shear stud LAW (length after weld) 6.2 - Design rules for minimum degree of connection

6.3 - Shear stud reduction factors

6.4 - BS EN 1994-1-1 Reduction factors for SMD Products

6.5 - BS5950-3 Section 3.1 Reduction factors for SMD Products

6.6 - Shear stud spacing

6.7 -Transverse reinforcement for composite beams

6.8 - Alternative Shear Connectors