Pages with the fewest revisions
Showing below up to 100 results in range #1 to #100.
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- 8.16 - Diaphragm design (2 revisions)
- 11.7 Stud Welding causing Scorching to beam (3 revisions)
- 7.6 - Vibration (3 revisions)
- 11.4 - Mobile stud welding equipment (3 revisions)
- 8.16 - Protex® warranted insulated system (3 revisions)
- 8.9 - Fire rating (3 revisions)
- 12.13 Surplus concrete waste (3 revisions)
- 12.4 - Damaged decking (3 revisions)
- 11.1 - Cartridge tools (4 revisions)
- 12.7 - Concrete mix requirements (4 revisions)
- 13.9 - Plastisol (PF) Coating (4 revisions)
- 12.11 - Curing (4 revisions)
- 8.8 - Sheet lengths (4 revisions)
- 8.10 - Durability (4 revisions)
- 3.5 - Trained and competent workforce (4 revisions)
- 12.2 - Temporary propping (4 revisions)
- 12.3 - Cleaning the decking (4 revisions)
- 4.0 Design, Floor deck (4 revisions)
- 13.5 - Channel edge trim (4 revisions)
- 4.1 Construction stage and construction deflections (5 revisions)
- 11.2 - Decking around columns (5 revisions)
- 6.5 - BS5950-3 Section 3.1 Reduction factors for SMD Products (5 revisions)
- 7.7 - Acoustics (5 revisions)
- 6.7 -Transverse reinforcement for composite beams (5 revisions)
- 8.0 - Design - Roof deck (5 revisions)
- 6.9 Pre-studded beams (5 revisions)
- 11.6 - Testing (5 revisions)
- 8.2 - Spans (5 revisions)
- 11.7 - Scorching of beams (5 revisions)
- 8.14 - Flashing details (6 revisions)
- 12.5 - Construction joints (6 revisions)
- 11.11 Disposal of Waste (6 revisions)
- 8.14 - Non-fragility (6 revisions)
- 6.3 - Shear stud reduction factors (6 revisions)
- 8.5 - Extended end laps (6 revisions)
- 12.6 - Reinforcement drawings and bending schedules (6 revisions)
- 8.15 - Diaphragm design (6 revisions)
- 8.6 - Raking supports and cutting (6 revisions)
- 14.3 - Design standards (6 revisions)
- 9.1 - Delivery and access (6 revisions)
- 11.6 - Stud welding: Testing (6 revisions)
- 14.4 - Further reading (6 revisions)
- 10.0 - Installation - Fall arrest systems (6 revisions)
- 8.11 - Acoustics (6 revisions)
- 7.1 - Falls and ramps (6 revisions)
- 8.3 - Loads (6 revisions)
- 7.3 - Concrete encased beams (6 revisions)
- 9.5 Lifting Shear Studs to Level (6 revisions)
- 8.4 - Standard end laps (7 revisions)
- 12.10 - Surface flatness (7 revisions)
- 8.7 - Cantilevers (7 revisions)
- 13.1 - High Durability floor deck (7 revisions)
- 3.4 - Protection of falls from height (7 revisions)
- 13.4 - Perimeter toeboard (7 revisions)
- 4.10 - Steps in slab (7 revisions)
- 6.2 - Design rules for minimum degree of connection (8 revisions)
- 2.5 - Concrete (8 revisions)
- 6.4 - BS EN 1994-1-1 Reduction factors for SMD Products (8 revisions)
- 11.3 - Unpainted top flanges (8 revisions)
- 3.2 - Documentation (8 revisions)
- 7.8 - Thermal mass (8 revisions)
- 14.2 - Industry best practice (8 revisions)
- 11.5 - Static generator or mains supply (8 revisions)
- 8.12 - Airtightness (8 revisions)
- 6.0 - Design - Floor deck composite beam design (8 revisions)
- 11.8 - Minimising grout loss (9 revisions)
- 11.9 Void Protection (9 revisions)
- 12.8 - Placement (9 revisions)
- 8.17 - Aesthetics (9 revisions)
- 6.1 - Shear stud LAW (length after weld) (9 revisions)
- 2.3 - Stud welding (10 revisions)
- 4.2 - Sheet lengths (10 revisions)
- 12.12 - Post-installation characteristics (10 revisions)
- 9.4 - Pack labels / loading-out locations (10 revisions)
- 2.2 - Floor deck material specification (10 revisions)
- 4.11 - End caps (11 revisions)
- 7.5 - Aggressive environments (11 revisions)
- 4.3 - Temporary propping (11 revisions)
- 5.5 - Long single span propped composite Slabs (11 revisions)
- 12.1 - Site considerations (11 revisions)
- 3.6 - DO's for associated trades (11 revisions)
- 9.3 - Offloading, hoisting and storage (11 revisions)
- 13.6 - TAB-Deck™ – Fibre concrete (12 revisions)
- 13.7 - Off-site cutting (12 revisions)
- 5.0 - Design - Floor deck - Composite stage (12 revisions)
- 6.8 - Alternative Shear Connectors (12 revisions)
- 2.4 - Roof deck material specification (13 revisions)
- 5.1 - Reinforcement (13 revisions)
- 5.2 - Saw cuts (13 revisions)
- 3.3 - Personal Protective Equipment (PPE) (14 revisions)
- 8.13 - Fixing specification (14 revisions)
- 13.8 - Service fixings (15 revisions)
- 14.1 - SMD documentation (15 revisions)
- 13.2 - Crushed ends deck sheets (15 revisions)
- 8.18 - Forming openings (15 revisions)
- 9.2 - Pack size and sheet length limits (15 revisions)
- 12.9 - Surface finish (16 revisions)
- 4.4 - Lateral restraint and diaphragm action (16 revisions)
- 8.1 - Quality (16 revisions)
- 10.1 - Safety nets (16 revisions)
