{"id":439905,"date":"2024-10-20T08:11:48","date_gmt":"2024-10-20T08:11:48","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-1999-1-12023\/"},"modified":"2024-10-26T15:20:10","modified_gmt":"2024-10-26T15:20:10","slug":"bs-en-1999-1-12023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-1999-1-12023\/","title":{"rendered":"BS EN 1999-1-1:2023"},"content":{"rendered":"

1.1 Scope of FprEN 1999-1-1 (1) FprEN 1999-1-1 gives basic design rules for structures made of wrought aluminium alloys and limited guidance for cast alloys (see Clause 5 and Annex C). This document does not cover the following, unless otherwise explicitly stated in this document: – components with material thickness less than 0,6 mm; – welded components with material thickness less than 1,5 mm; – connections with: – steel bolts and pins with diameter less than 5 mm; – aluminium bolts and pins with diameter less than 8 mm; – rivets and thread forming screws with diameter less than 3,9 mm. 1.2 Assumptions (1) In addition to the general assumptions of EN 1990 the following assumptions apply: – execution complies with EN 1090-3 and EN 1090-5; – the mechanical properties comply with the product standards listed in 5.2.2. (2) EN 1999 is intended to be used in conjunction with: – European Standards for construction products relevant for aluminium structures; – EN 1090-1, Execution of steel structures and aluminium structures – Part 1: Requirements for conformity assessment of structural components; – EN 1090-3, Execution of steel structures and aluminium structures – Part 3: Technical requirements for aluminium structures; – EN 1090-5, Execution of steel structures and aluminium structures – Part 5: Technical requirements for cold-formed structural aluminium elements and cold-formed structures for roof, ceiling, floor and wall applications.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nundefined <\/td>\n<\/tr>\n
17<\/td>\n1 Scope <\/td>\n<\/tr>\n
18<\/td>\n2 Normative references <\/td>\n<\/tr>\n
19<\/td>\n3 Terms, definitions and symbols <\/td>\n<\/tr>\n
38<\/td>\n4 Basis of design <\/td>\n<\/tr>\n
41<\/td>\n5 Materials <\/td>\n<\/tr>\n
55<\/td>\n6 Durability <\/td>\n<\/tr>\n
56<\/td>\n7 Structural analysis <\/td>\n<\/tr>\n
68<\/td>\n8 Ultimate limit states for members <\/td>\n<\/tr>\n
150<\/td>\n9 Serviceability limit states <\/td>\n<\/tr>\n
151<\/td>\n10 Design of joints <\/td>\n<\/tr>\n
211<\/td>\nAnnex A (normative)Quality requirements for execution
A.3 General
A.3.1 Basic requirements
A.3.2 Execution class <\/td>\n<\/tr>\n
212<\/td>\nA.3.3 Utilization grade
A.4 Selection process for execution class <\/td>\n<\/tr>\n
214<\/td>\nA.5 Evaluation of utilization grades <\/td>\n<\/tr>\n
215<\/td>\nAnnex B (informative)Finite Element Methods of analysis (FEM)
B.1 Use of this Annex
B.2 Scope and field of application
B.3 Use of FEM for design <\/td>\n<\/tr>\n
216<\/td>\nB.4 Modelling
B.5 Choice of software and documentation
B.6 Use of imperfections <\/td>\n<\/tr>\n
218<\/td>\nB.7 Material properties
B.8 Loads
B.9 Limit state criteria <\/td>\n<\/tr>\n
219<\/td>\nB.10 Partial factors <\/td>\n<\/tr>\n
222<\/td>\nAnnex C (informative)Materials selection
C.1 Use of this Annex
C.2 Scope and field of application
C.3 General
C.4 Wrought products
C.4.1 Wrought heat treatable alloys
C.4.1.1 General
C.4.1.2 Alloys EN AW-6082 and EN AW-6061 <\/td>\n<\/tr>\n
223<\/td>\nC.4.1.3 Alloy EN AW-6005A <\/td>\n<\/tr>\n
225<\/td>\nC.4.1.4 Alloys EN AW-6060, EN AW-6063 and EN AW-6106
C.4.1.5 Alloy EN AW-7020
C.4.2 Wrought non-heat treatable alloys
C.4.2.1 General
C.4.2.2 EN AW- 5049, EN AW-5052, EN AW-5454 and EN AW-5754
C.4.2.3 EN AW-5083 and EN AW-5383 <\/td>\n<\/tr>\n
226<\/td>\nC.4.2.4 EN AW-3004, EN AW-3005, EN AW-3103 and EN AW-5005
C.4.2.5 EN AW-8011A
C.5 Cast products
C.5.1 General <\/td>\n<\/tr>\n
227<\/td>\nC.5.2 Heat treatable casting alloys EN AC-42100, EN AC-42200, EN AC-43000 and EN AC-43300
C.5.3 Non-heat treatable casting alloys EN AC-44200 and EN AC-51300 <\/td>\n<\/tr>\n
228<\/td>\nAnnex D (informative)Corrosion and surface protection
D.1 Use of this Annex
D.2 Scope and field of application
D.3 Corrosion of aluminium under various exposure conditions <\/td>\n<\/tr>\n
230<\/td>\nD.4 Durability ratings of aluminium alloys <\/td>\n<\/tr>\n
231<\/td>\nD.5 Corrosion protection
D.5.1 General <\/td>\n<\/tr>\n
232<\/td>\nD.5.2 Corrosion protection of structural aluminium
D.5.3 Aluminium in contact with aluminium and other metals <\/td>\n<\/tr>\n
233<\/td>\nD.5.4 Aluminium surfaces in contact with non-metallic materials
D.5.4.1 Contact with concrete, masonry or plaster
D.5.4.2 Embedment in concrete
D.5.4.3 Contact with timber <\/td>\n<\/tr>\n
234<\/td>\nD.5.4.4 Contact with soils
D.5.4.5 Immersion in water
D.5.4.6 Contact with chemicals used in the building industry
D.5.4.7 Contact with insulating materials used in the building industry
D.5.4.8 Contact with liquids and bulk solids used in tanks, bins and silos <\/td>\n<\/tr>\n
237<\/td>\nAnnex E (normative)Castings
E.1 Use of this Annex
E.2 Scope and field of application
E.3 General design provisions for castings
E.3.1 General design provisions <\/td>\n<\/tr>\n
238<\/td>\nE.3.2 Quality requirements, testing and quality documentation <\/td>\n<\/tr>\n
240<\/td>\nAnnex F (informative)Analytical models for stress-strain relationship
F.1 Use of this Annex
F.2 Scope and field of application
F.3 Analytical models
F.3.1 General
F.3.2 Piecewise linear models
F.3.2.1 General <\/td>\n<\/tr>\n
241<\/td>\nF.3.2.2 Bi-linear model
F.3.2.3 Tri-linear model <\/td>\n<\/tr>\n
244<\/td>\nF.3.3 Continuous models
F.3.3.1 General
F.3.3.2 Continuous models in the form \u03c3 = \u03c3(\u03b5) <\/td>\n<\/tr>\n
245<\/td>\nF.3.3.3 Continuous models in the form \u03b5 = \u03b5 (\u03c3) <\/td>\n<\/tr>\n
248<\/td>\nF.4 Approximate evaluation of \u03b5uni,max <\/td>\n<\/tr>\n
249<\/td>\nAnnex G (informative)Geometrical properties of cross-sections
G.1 Use of this Annex
G.2 Scope and field of application
G.3 Torsion constant It <\/td>\n<\/tr>\n
250<\/td>\nG.4 Torsion modulus Wt
G.5 Position of shear centre S
G.6 Warping constant Iw <\/td>\n<\/tr>\n
253<\/td>\nG.7 Cross-section constants for open thin-walled cross-sections <\/td>\n<\/tr>\n
256<\/td>\nG.8 Torsion constant of cross-section with closed part <\/td>\n<\/tr>\n
257<\/td>\nG.9 Shear area <\/td>\n<\/tr>\n
258<\/td>\nG.10 Plastic section modulus and interaction formula
G.10.1 Plastic section modulus <\/td>\n<\/tr>\n
259<\/td>\nG.10.2 Plastic interaction formula <\/td>\n<\/tr>\n
260<\/td>\nAnnex H (informative)Behaviour of cross-sections beyond elastic limit
H.1 Use of this Annex
H.2 Scope and field of application
H.3 Definition of cross-section limit states <\/td>\n<\/tr>\n
261<\/td>\nH.4 Classification of cross-sections to limit states <\/td>\n<\/tr>\n
262<\/td>\nH.5 Boundary values of ultimate axial load <\/td>\n<\/tr>\n
263<\/td>\nH.6 Boundary values of ultimate moment <\/td>\n<\/tr>\n
264<\/td>\nH.7 Ultimate resistance <\/td>\n<\/tr>\n
265<\/td>\nAnnex I (informative)Lateral-torsional buckling of beams and torsional or torsional-flexural buckling of compressed members
I.1 Use of this Annex
I.2 Scope and field of application
I.3 Elastic critical moment and slenderness
I.3.1 Basis <\/td>\n<\/tr>\n
266<\/td>\nI.3.2 General formula for beams with uniform cross-sections symmetrical about the minor or major axis <\/td>\n<\/tr>\n
271<\/td>\nI.3.3 Beams with uniform cross-sections symmetrical about major axis, centrally symmetric and doubly symmetric cross-sections <\/td>\n<\/tr>\n
272<\/td>\nI.3.4 Cantilevers with uniform cross-sections symmetrical about the minor axis <\/td>\n<\/tr>\n
275<\/td>\nI.4 Slenderness for lateral-torsional buckling <\/td>\n<\/tr>\n
276<\/td>\nI.5 Elastic critical axial force for torsional and torsional-flexural buckling <\/td>\n<\/tr>\n
279<\/td>\nI.6 Slenderness for torsional and torsional-flexural buckling <\/td>\n<\/tr>\n
283<\/td>\nAnnex J (informative)Shear lag effects in member design
J.1 Use of this Annex
J.2 Scope and field of application
J.3 Effective width for elastic shear lag
J.3.1 Effective width factor for shear lag <\/td>\n<\/tr>\n
285<\/td>\nJ.3.2 Stress distribution for shear lag <\/td>\n<\/tr>\n
287<\/td>\nJ.4 Shear lag at ultimate limit states <\/td>\n<\/tr>\n
288<\/td>\nAnnex K (informative)Plastic hinge method for continuous beams
K.1 Use of this Annex
K.2 Scope and field of application <\/td>\n<\/tr>\n
289<\/td>\nK.3 Determination of ultimate bending moment Mu <\/td>\n<\/tr>\n
291<\/td>\nAnnex L (informative)Cross-sectional ductility and rotation capacity
L.1 Use of this Annex
L.2 Scope and field of application <\/td>\n<\/tr>\n
292<\/td>\nL.3 Moment-curvature analysis of cross-section <\/td>\n<\/tr>\n
297<\/td>\nL.4 Evaluation of rotation capacity <\/td>\n<\/tr>\n
298<\/td>\nL.5 Empirical relations for ultimate resistance <\/td>\n<\/tr>\n
299<\/td>\nL.6 Empirical relations for rotation capacity <\/td>\n<\/tr>\n
301<\/td>\nAnnex M (informative)Classification of joints
M.1 Use of this Annex
M.2 Scope and field of application
M.3 General <\/td>\n<\/tr>\n
302<\/td>\nM.4 Fully restoring joints
M.5 Partially restoring joints
M.6 Classification according to rigidity
M.7 Classification according to strength <\/td>\n<\/tr>\n
303<\/td>\nM.8 Classification according to ductility <\/td>\n<\/tr>\n
305<\/td>\nM.9 General design requirements for joints
M.10 Requirements for framing joints
M.10.1 General
M.10.2 Nominally pinned joints <\/td>\n<\/tr>\n
307<\/td>\nM.10.3 Joints among structural members <\/td>\n<\/tr>\n
309<\/td>\nAnnex N (informative)The use of the component method for joints
N.1 Use of this Annex
N.2 Scope and field of application <\/td>\n<\/tr>\n
310<\/td>\nAnnex O (informative)Screw grooves and screw ports
O.1 Use of this Annex
O.2 Scope and field of application <\/td>\n<\/tr>\n
311<\/td>\nO.3 Tensile resistance <\/td>\n<\/tr>\n
313<\/td>\nO.4 Shear resistance <\/td>\n<\/tr>\n
316<\/td>\nAnnex P (informative)Adhesive bonded joints
P.1 Use of this Annex
P.2 Scope and field of application
P.3 General
P.4 Adhesives <\/td>\n<\/tr>\n
317<\/td>\nP.5 Design of adhesive bonded joints
P.5.1 General <\/td>\n<\/tr>\n
318<\/td>\nP.5.2 Characteristic strength of adhesives <\/td>\n<\/tr>\n
319<\/td>\nP.5.3 Design shear stress
P.6 Tests <\/td>\n<\/tr>\n
320<\/td>\nAnnex Q (informative)Determining the extent of HAZ from hardness tests
Q.1 Use of this Annex
Q.2 Scope and field of application
Q.3 Determining the extent of HAZ from hardness tests <\/td>\n<\/tr>\n
322<\/td>\nAnnex R (informative)Weld studs connected by arc stud welding with tip ignition
R.1 Use of this Annex
R.2 Scope and field of application
R.3 Construction <\/td>\n<\/tr>\n
323<\/td>\nR.4 Design <\/td>\n<\/tr>\n
325<\/td>\nAnnex S (normative)Aluminium bridges <\/td>\n<\/tr>\n
344<\/td>\nAnnex T (informative)Lattice spatial roof structures
T.1 Use of this Annex
T.2 Scope and field of application
T.3 General requirements
T.4 Double layer reticulated structures
T.4.1 General <\/td>\n<\/tr>\n
345<\/td>\nT.4.2 Connection classification according to axial stiffness <\/td>\n<\/tr>\n
347<\/td>\nT.4.3 Connection classification according to axial strength <\/td>\n<\/tr>\n
348<\/td>\nT.4.4 Connections with bolts in shear <\/td>\n<\/tr>\n
349<\/td>\nT.4.5 Design of connections assisted by testing <\/td>\n<\/tr>\n
352<\/td>\nT.5 Single-layer reticulated structures
T.5.1 Stability checks <\/td>\n<\/tr>\n
353<\/td>\nT.5.2 Buckling length of members connected by gusset plates <\/td>\n<\/tr>\n
355<\/td>\nT.5.3 Connection classification for members subjected to axial force and bending
T.5.4 Modelling of gusset plate connections subjected to axial force and bending <\/td>\n<\/tr>\n
360<\/td>\nAnnex U (informative)Composite Aluminium Concrete Beams
U.1 Use of this Annex
U.3 General and main problems <\/td>\n<\/tr>\n
361<\/td>\nU.4 Calculation of Internal Forces
U.4.1 Methods of global analysis
U.4.1.1 General
U.4.1.2 Effective width (\u201cshear lag\u201d)
U.4.2 Linear elastic analysis
U.4.2.1 Creep, shrinkage and cracking of concrete <\/td>\n<\/tr>\n
362<\/td>\nU.4.2.2 Construction stages and temperature effects
U.4.3 Elastic analysis with redistribution
U.4.4 Global nonlinear and rigid plastic analysis
U.5 Ultimate limit states
U.5.1 General <\/td>\n<\/tr>\n
363<\/td>\nU.5.2 Bending resistance
U.5.2.1 Plastic resisting moment of a composite cross section <\/td>\n<\/tr>\n
364<\/td>\nU.5.2.2 Bending resistance of composite section from nonlinear theory <\/td>\n<\/tr>\n
368<\/td>\nU.6 Shear Connectors
U.6.1 General rules
U.6.2 Traditional connectors <\/td>\n<\/tr>\n
369<\/td>\nU.6.3 Innovative connectors <\/td>\n<\/tr>\n
371<\/td>\nAnnex V (normative)Modified Buckling Conditions
V.1 Use of this Annex
V.2 Scope and field of application
V.3 Design of flexural buckling for bow imperfections L\/500 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Eurocode 9. Design of aluminium structures – General rules<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2023<\/td>\n376<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":439915,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1225,2641],"product_tag":[],"class_list":{"0":"post-439905","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-91-010-30","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/439905","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/439915"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=439905"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=439905"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=439905"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}