BS 5950-9:1994

Committees responsible
Foreword
Section 1. General
Section 2. Limit state design
Section 3. Materials and components
Section 4. Design principles
Section 5. Design expressions: sheeting spanning
            perpendicular to the length of the diaphragm
Section 6. Design expressions: sheeting spanning
            parallel to the length of the diaphragm
Section 7. Shear diaphragms and rigid jointed frames
Section 8. Complex diaphragms
Section 9. Diaphragm bracing
Section 10. Folded plate roofs
Section 11. Design by testing
Annex A (informative) - Worked example 1: single
        shear panel with sheeting spanning perpendicular
        to the length of the diaphragm
Annex B (informative) - Worked example 2: panel
        assembly with sheeting spanning parallel to
        the length of the diaphragm
Annex C (informative) - Worked example 3: flat
        roof building with panels of decking as in
        worked example 1
Annex D (informative) - Worked example 4: flat
        roof building with panels of decking as in
        worked example 2
Annex E (informative) - Worked example 5: pitched
        roof building with panels of sheeting
Annex F (informative) - Worked example 6: composite
        steel deck/concrete floor
Annex G (informative) - Worked example 7: flat
        and pitched roof buildings with decking
        and sheeting acting as diaphragm bracing
        to beams, wind forces on end gables and
        wind forces on eaves
Annex H (informative) - Worked example 8: folded
        plate roof
Annex J (informative) - Mathematical expressions
        for Table 6, Table 8, Table 16 and Table 17

Recommendations for the design of shear diaphragms in light gauge profiled steel sheet and the contribution of such diaphragms to the strength and stiffness of structural steelwork in buildings and allied structures.