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BS 5975:2008+A1:2011

BS 5975:2008+A1:2011

$215.11

Code of practice for temporary works procedures and the permissible stress design of falsework

Published By Publication Date Number of Pages
BSI 2011 228
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This British Standard gives recommendations and guidance on the procedural controls to be applied to all aspects of temporary works in the construction industry. It also includes guidance on design, specification, construction, use and dismantling of falsework. This standard gives guidance on permissible stress design of falsework. This guidance is also applicable to the design of what is termed class A falsework1) in BS EN 12812:2004, the design of which is specifically excluded from BS EN 12812:2004.

Section 2 gives recommendations for the procedures required to ensure that temporary works are conceived, designed, specified, constructed, used and dismantled all in a safe and controlled manner.

Section 3 covers the design of temporary works and in particular the design of falsework and relevant formwork. In addition Section 3 covers: materials including material factors; loads and load factors; design of falsework, including both proprietary equipment and traditional scaffolding solutions; wind loading (reference to temporary and permanent stability) and reference to other British Standards for the design of structural steelwork, reinforced concrete and excavation support.

The structural design element in this standard is additional information necessary for the structural design of falsework. It can be used in conjunction with existing structural standards.

PDF Catalog

PDF Pages PDF Title
7 Foreword
11 Section 1: General
1 Scope
2 Normative references
13 3 Terms and definitions
17 4 Abbreviations and symbols
21 5 Legislation
31 Section 2: Procedural control of temporary works
6 Procedures
34 7 Appointment of the temporary works co-ordinator and the temporary works supervisor
37 8 Design brief
39 9 Design
43 10 Co-ordination and supervision of work on site
44 11 Checking on site
12 Alterations
13 Loading (bringing) the temporary works (into service)
45 14 Dismantling
46 Section 3: Falsework
15 General
16 Materials
55 Figure 1 Shear stress on a timber beam of rectangular cross-section
66 Figure 2 Safe working loads for BS 4074:1982 props erected 1.5° out-of-plumb
67 Figure 3 �Safe working load for BS EN 1065:1999 props erected 1º maximum out-of-plumb and with up to 10 mm maximum eccentricity of loading
69 17 Loads applied to falsework
76 Figure 4 Fundamental basic wind velocity vb,map (in m/s)
77 Figure 5 Topography factor Twind diagram
79 Figure 6 Displacement height diagram
80 !Figure 7 Town, country and sea
95 18 Foundations and ground conditions
104 19 Design of falsework
147 20 Work on site
158 Annex A (normative) Permissible stresses and modulus of elasticity for steel grades generally used in falsework
162 Annex B (normative) Properties of components in tube and coupler falsework
168 Annex C (normative) Initial testing, quality control and inspection of falsework equipment
170 Annex D (normative) Data on material properties
174 Annex E (normative) Wave forces
177 Annex F (normative) Site investigations for foundations for falseworks
179 Annex G (informative) Examples of design brief contents
181 Annex H (informative) Forces from concrete on sloping soffits
186 Annex J (normative) Design of steel beams at points of reaction or concentrated loads
193 Annex K (normative) Effective lengths of steel members in compression
201 Annex L (informative) Wind calculations for falsework
215 Annex M (normative) Shielding factor h for unclad falsework
217 Bibliography
221 Index

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BS 5975:2008+A1:2011
$215.11