BSI 23/30403012 DC:2023 Edition
$13.70
BS ISO 24323. Timber structures. Design method for vibrational serviceability of timber floors
Published By | Publication Date | Number of Pages |
BSI | 2023 | 22 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | 30403012-NC.pdf |
3 | ISO_DIS 24323 ed.1 – id.78430 Enquiry PDF (en).pdf |
6 | Foreword |
7 | Introduction |
9 | 1 Scope 2 Normative references 3 Baseline timber floor vibrational serviceability design criterion |
10 | 4 General models for calculating f and d1kN |
11 | 5 Simplified calculation procedures for light-frame timber joisted floors 5.1 Floor construction |
12 | 5.2 Calculation of first natural frequency and static deflection under a 1€kN load at floor centre 5.3 Effective composite bending stiffness, EIeff |
13 | 5.4 Transverse system stiffness factor, Ktss |
14 | 6 Simplified calculation procedures for mass timber floors 6.1 Floor construction 6.2 Calculation of first natural frequency and static deflection under a 1€kN load at floor centre |
15 | 7 Design values of floor components |
16 | Annex€A (Informative) Coupled criteria for timber floor vibrational serviceability design |
19 | Annex€B (Informative) Decoupled criteria for timber floor vibrational serviceability design[8]. |
21 | Appendix (Informative) Explanatory Notes |
22 | Bibliography |