Foreword
Committees responsible
Section one. General
1. Scope
2. Symbols
Section two. Use of equations, graphs and tables
3. Accuracy
4. Wind loads
5. Resistance to wind uplift of slates and tiles
6. Resistance to wind uplift of underlay fixings
Appendices
A. Method for determining deadweight and other geometric
    properties of slates and tiles
B. Examples of the use of equations, graphs and tables
Tables
1. Ground roughness, building size and height above
    ground, factor S2
2. Pressure coefficients Cpe for duo pitch roofs
3. Pressure coefficients Cpe for monopitch roofs of
    rectangular buildings with h/w <2
4. Wind uplift load qt (N/m squared)
5. Deadweight resistance qtw to wind uplift of slates
    and tiles
6. Basic withdrawal loads rn for round nails
7. Nail withdrawal resistance Rn to wind loading
8. Wind uplift resistance of roofing deadweight quw
    for determining underlay nailing requirements
Figures
1. Map of UK showing basic wind speed (in m/s)
2. Wind uplift load qt on slates or tiles
3. Wind uplift loading and deadweight and nail
    resistances for slated or tiled roofs
4. Transverse wind uplift and verge deadweight
    resistance
5. Nail resistance to uplift qtn of centre-nailed
    slates or asbestos cement slates ignoring tail
    rivet strength
6. Nail resistance to uplift qtn of head-nailed slates
    and tiles
7. Effective nail resistance factor Kn for courses
    nailed (tiles and head-nailed slates only)
8. Transverse wind uplift and verge nail resistance
9. Resistance to wind uplift qun of batten nails for
    underlay fixing