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Part 8: Code of practice for fire resistant design pot

Part 8: Code of practice for fire resistant design pot

Part 8: Code of practice for fire resistant design pot

... 3.1: Code of practice for design of simple and continuous composite beams;— Section 3.21): Code of practice for design of composite columns and frames;— Part 4: Code of practice for design of ... Specification for materials and workmanship: cold formed sections;— Part 8: Code of practice for fire resistant design; Part 91): Code of practice for stressed skin design. This Part of BS5950 ... with profiled steel sheeting;— Part 5: Code of practice for design in cold formed sections;— Part 61): Code of practice for design in light gauge sheeting, decking and cladding;— Part 71):...
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Part 9: Code of practice for stressed skin design pptx

Part 9: Code of practice for stressed skin design pptx

... cold formed sections;— Part 8: Code of practice for fire resistant design; Part 9: Code of practice for stressed skin design. This Part of BS 5950 gives recommendations for the use of profiled ... steel sheeting;— Part 5: Code of practice for design of cold formed sections;— Part 61): Code of practice for design of light gauge profiled sheeting;— Part 7: Specification for materials and ... Part 3: Design in composite construction — Section 3.1 Code of practice for design of simple and continuous composite beams;— Part 4: Code of practice for design of composite slabs with profiled...
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Part 3: Code of practice for imposed roof loads potx

Part 3: Code of practice for imposed roof loads potx

... loads.CP 3, Code of basic data for the design of buildings1).CP 3: Chapter V, Loading.ISO 3898, Bases for design of structures — Notations — General symbols1).ISO 4355, Bases for design of structures ... area of a lower part of the roof, on which a drift could form, is not greater than 35 m2. For the purpose of this subclause the roof area is defined as the total covered area, in plan, of the ... severity of drifting likely to occur for the design configuration being considered.Appendix C Addresses of advisory officesThe addresses of advisory offices of the Meteorological Office are...
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Part 5. Code of practice for design of cold formed thin gauge sections pdf

Part 5. Code of practice for design of cold formed thin gauge sections pdf

... COPYRIGHT LAWStructural use of steelwork in building Ð Part 5. Code of practice for design of coldformed thin gauge sectionsBS 5950-5:1998 BSI 1998 17Section 5. Design of members subject to bending5.1 ... properties of fasteners ÐBolts, screws and studs.CP3 Code of basic data for the design of buildings:Chapter V: Part 2: Wind loads.1.4 Terms and definitions For the purposes of this part of BS ... workmanship: coldformed sections and sheeting.BS 6399-1, Loading for buildings Ð Code of practice for dead and imposed loads.BS 6399-2, Loading for buildings Ð Code of practice for wind loads.BS...
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Part 1: Code of practice for design — Rolled and welded sections pptx

Part 1: Code of practice for design — Rolled and welded sections pptx

... use of steelwork in building — Part 5: Code of practice for design of cold formed thin gauge sections.BS 5950-6, Structural use of steelwork in building — Part 6: Code of practice for design of ... 3.1: Code of practice for design of simple and continuous composite beams. BS 5950-4, Structural use of steelwork in building — Part 4: Code of practice for design of composite slabs with profiled ... 2573-1, Rules for the design of cranes — Part 1: Specification for classification, stress calculations and design criteria for structures.BS 2853, Specification for the design and testing of steel...
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Part 4: Code of practice for design of composite slabs with profiled steel sheeting ppt

Part 4: Code of practice for design of composite slabs with profiled steel sheeting ppt

... recommendations for thedesign of composite slabs with profiled steel sheeting. It covers slabs spanning only in the direction of span of the profiled steel sheets.This code applies to the design of composite ... loadDpOverall depth of profiled steel sheetsDsOverall depth of composite slabdsEffective depth of slab to centroid of profiled steel sheetsE Modulus of elasticity of profiled steel sheetsFaEnd ... capacity of the composite slab (or of the profiled steel sheets at the construction stage) to resist distortion in its own plane is not within the scope of this Part of BS 5950. For the design of...
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Part 6. Code of practice for design of light gauge profiled steel sheeting ppt

Part 6. Code of practice for design of light gauge profiled steel sheeting ppt

... used for the formed sections. For information, the resulting values of Ysand Usare also given in Table 4 together withappropriate design strength py for the relevant grade.NOTE. Formability ... profile.3.4.5 Profiles with acoustic perforationsThe section properties of sheet profiles incorporating a regular pattern of acoustic perforations should becalculated using the design equations for non-perforated ... coatings.|||||||||||||||||||||3.3 Properties of materials3.3.1 GeneralThis Part of BS 5950 covers the design of profiled sheeting made from steel supplied to BS 1449 : Part 1, BS 6830,BS EN 10025, BS...
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Part 1. Code of practice for dead and imposed loads doc

Part 1. Code of practice for dead and imposed loads doc

... unitsBS 6399 : Loading for buildingsBS 6399 : Part 2 : 1995 Code of practice for wind loadsBS 6399 : Part 3 : 1988 Code of practice for imposed roof loadsOther references[1] T. Ji and B. R ... Schedule of weights of building materialsBS 2573 : Rules for the design of cranesBS 2573 : Part 1 : 1983 Specification for classification, stress calculations and design criteria for structuresInformative ... construction on change of use.It does not apply to the maintenance of, or thereplacement of parts of, existing buildings andstructures where there is no change of use.1.2 This code of practice does...
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Part 2: Code of practice for wind loads pps

Part 2: Code of practice for wind loads pps

... Keys for walls of inset storey 28Figure 16 — Key for flat roofs 30Figure 17 — Key to eave details for flat roofs 32Figure 18 — Key for inset storey 32Figure 19 — Key for monopitch roofs 33Figure ... 33Figure 20 — Key for duopitch roofs 34Figure 21 — Key for hipped roofs 37Figure 22 — Key for mansard and multipitch roofs 38Figure 23 — Key for multi-bay roofs 39Figure 24 — Key for free-standing ... Cpe for walls of circular-plan buildings 29Table 8 — External pressure coefficients Cpe for flat roofs of buildings 30 Table 9 — External pressure coefficients Cpe for monopitch roofs of...
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Information technology — Security techniques — Code of practice for information security management pot

Information technology — Security techniques — Code of practice for information security management pot

... Agreements with third parties may also involve other parties. Agreements granting third party access should include allowance for designation of other eligible parties and conditions for their access ... edition2005-06-15Information technology — Security techniques — Code of practice for information security management Technologies de l'information — Techniques de sécurité — Code de pratique ... 13.2.3 for collection of evidence). The formal disciplinary process should ensure correct and fair treatment for employees who are suspected of committing breaches of security. The formal...
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