6.1 - Shear stud LAW (length after weld)

Back to main Contents page

Body - First line

Body - Last line

---

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