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51. 3.1 - Management & supervision
52. 3.2 - Documentation
53. 3.3 - Personal Protective Equipment (PPE)
54. 3.4 - Protection of falls from height
55. 3.5 - Trained and competent workforce
56. 3.6 - DO's for associated trades
57. 4.0 Design, Floor deck
58. 4.10 - Steps in slab
59. 4.11 - End caps
60. 4.1 - Benefits of composite metal deck
61. 4.1 Construction stage and construction deflections
62. 4.2 - Sheet lengths
63. 4.3 - Temporary propping
64. 4.4 - Lateral restraint and diaphragm action
65. 4.5 - Bearings / Support
66. 4.6 - Fixings
67. 4.7 - Cantilevers
68. 4.8 - Edge trim
69. 4.9 - Flashings
70. 5.0 - Design - Floor deck - Composite stage
71. 5.1 - Reinforcement
72. 5.2 - Saw cuts
73. 5.3 - Fire
74. 5.4 - Moving concentrated loads
75. 5.5 - Long single span propped composite Slabs
76. 5.6 - Forming service holes
77. 6.0 - Design - Floor deck composite beam design
78. 6.1 - Shear stud LAW (length after weld)
79. 6.2 - Design rules for minimum degree of connection
80. 6.3 - Shear stud reduction factors
81. 6.4 - BS EN 1994-1-1 Reduction factors for SMD Products
82. 6.5 - BS5950-3 Section 3.1 Reduction factors for SMD Products
83. 6.6 - Shear stud spacing
84. 6.7 -Transverse reinforcement for composite beams
85. 6.8 - Alternative Shear Connectors
86. 6.9 Pre-studded beams
87. 7.1 - Falls and ramps
88. 7.2 - Fixing tool and stud welding gun restrictions
89. 7.3 - Concrete encased beams
90. 7.4 - Durability
91. 7.5 - Aggressive environments
92. 7.6 - Vibration
93. 7.7 - Acoustics
94. 7.8 - Thermal mass
95. 8.0 - Design - Roof deck
96. 8.10 - Durability
97. 8.11 - Acoustics
98. 8.12 - Airtightness
99. 8.13 - Fixing specification
100. 8.14 - Flashing details

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