Uncategorized pages
Showing below up to 50 results in range #71 to #120.
View (previous 50 | next 50) (20 | 50 | 100 | 250 | 500)
- 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
- 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
- 6.9 Pre-studded beams
- 7.1 - Falls and ramps
- 7.2 - Fixing tool and stud welding gun restrictions
- 7.3 - Concrete encased beams
- 7.4 - Durability
- 7.5 - Aggressive environments
- 7.6 - Vibration
- 7.7 - Acoustics
- 7.8 - Thermal mass
- 8.0 - Design - Roof deck
- 8.10 - Durability
- 8.11 - Acoustics
- 8.12 - Airtightness
- 8.13 - Fixing specification
- 8.14 - Flashing details
- 8.14 - Non-fragility
- 8.15 - Diaphragm design
- 8.15 - Non-fragility
- 8.16 - Diaphragm design
- 8.16 - Protex® warranted insulated system
- 8.17 - Aesthetics
- 8.18 - Forming openings
- 8.1 - Quality
- 8.2 - Spans
- 8.3 - Loads
- 8.4 - Standard end laps
- 8.5 - Extended end laps
- 8.6 - Raking supports and cutting
- 8.7 - Cantilevers
- 8.8 - Sheet lengths
- 8.9 - Fire rating
- 9.1 - Delivery and access
- 9.2 - Pack size and sheet length limits
- 9.3 - Offloading, hoisting and storage
- 9.4 - Pack labels / loading-out locations
