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BSI 23/30458278 DC 2023

BSI 23/30458278 DC 2023

$45.21

BS EN 1995-1-1. Eurocode 5. Design of timber structures – Part 1-1. General rules and rules for buildings

Published By Publication Date Number of Pages
BSI 2023 442
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PDF Catalog

PDF Pages PDF Title
1 30458278-NC.pdf
3 41_e_stf (3).pdf
277 Annex A (informative)Additional guidance for increasing the robustness of timber structures
A.1 Use of this annex
A.2 Scope and field of application
278 A.3 Design for removal of structural elements
A.3.1 General
A.3.2 Structural analysis
A.4 Design for segmentation using fuse elements
A.4.1 General
279 A.4.2 Verification
280 Annex B (informative)Stability and bracing of members and structural systems
B.1 Use of this annex
B.2 Scope and field of application
B.3 Unbraced members: effective lengths and critical loads
B.3.1 General
281 B.3.2 Compression members
282 B.3.3 Bending members
289 B.4 Braced members and bracing systems
B.4.1 General
291 B.4.2 Braced compression members on rigid substructures
295 B.4.3 Braced compression members on elastic bracing truss
299 B.4.4 Braced compression members on elastic bracing beam
301 B.4.5 Braced compression members on elastic foundation
304 B.4.6 Braced straight bending members
306 B.4.7 Braced pitch cambered beams
309 Annex C (informative)Buckling of beam columns – non-linear method
C.1 Use of this annex
C.2 Scope and field of application
C.3 General
310 C.4 In-plane buckling
311 C.5 Buckling of members under major axis bending and axial force (compression or tension), subject to lateral torsional buckling
314 C.6 Buckling of members under biaxial bending and axial force (compression or tension), subject to lateral torsional buckling
316 C.7 Creep-buckling
318 Annex D (normative)Additional design provisions for cross laminated timber (CLT)
D.1 Use of this annex
D.2 Scope and field of application
D.3 Concentrated loads perpendicular to plane without reinforcement
D.4 Concentrated loads perpendicular to the plane with reinforcement
321 D.5 Concentrated loads in-plane
324 D.6 Ribbed plates build up from ribs and CLT plates
327 Annex E (informative)Mechanically jointed members
E.1 Use of this annex
E.2 Scope and field of application
E.3 General
329 E.4 Effective bending stiffness
E.5 Stresses in the cross-section
330 E.6 Load on mechanical fasteners
331 Annex F (informative)Built-up columns
F.1 Use of this annex
F.2 Scope and field of application
F.3 General
F.3.1 Load-carrying capacity
332 F.4 Mechanically jointed columns
F.4.1 Effective slenderness ratio
F.4.2 Load on fasteners
F.4.3 Combined loads
F.5 Spaced columns with packs or gussets
F.5.1 Assumptions
334 F.5.2 Axial load-carrying capacity
335 F.5.3 Load on fasteners, gussets or packs
336 F.6 Lattice columns with glued or nailed joints
F.6.1 Assumptions
F.6.2 Load-carrying capacity
338 F.6.3 Shear forces
339 Annex G (informative)Alternative method for vibration analysis of floors
G.1 Use of this annex
G.2 Scope and field of application
G.3 General
340 G.4 Transient response
341 G.5 Resonant response
344 Annex H (normative)Connections with punched metal plate fasteners (PMPF)
H.1 Use of this annex
H.2 Scope and field of application
H.3 Design resistances
345 H.4 Connection forces at an angle to the grain
349 H.5 Plate geometry
351 H.6 Plate strength and stiffness properties
H.6.1 Characteristic anchorage strengths
H.6.2 Characteristic steel plate strengths
H.6.3 Characteristic withdrawal strengths
352 H.6.4 Mean plate slip modulus
H.7 Plate anchorage strengths
353 H.8 Connection strength verification in plane of timber assembly
H.8.1 Distribution of internal forces
354 H.8.2 Plate anchorage capacity
355 H.8.3 Plate capacity
357 H.9 Plate withdrawal strengths
358 H.10 Connection strength verification out of plane of timber assembly
359 H.11 Plate slip modulus
360 Annex I (informative)Connections with three-dimensional connectors
I.1 Use of this annex
I.2 Scope and field of application
I.3 Connection slip modulus
I.4 Connection capacity
I.4.1 General
361 I.4.2 Timber member capacity
I.4.3 Capacity of metal plate and other associated metal components
I.4.4 Steel-to-timber connection capacity
I.4.5 Connection capacity for combined acting forces
I.4.6 Anchorage to other base materials
362 I.5 Angle bracket connection capacity
I.6 Joist hanger connection resistance
364 I.7 Post base connection resistance
365 Annex J (informative)Connections with expanded tube fasteners
J.1 Use of this annex
J.2 Scope and application
J.3 Introduction
J.4 General requirements
366 J.5 Design requirements
367 J.6 Lateral load-carrying resistance and slip modulus
368 J.7 Splice connections
369 J.8 Connections exposed to bending moments, shear and normal forces
372 Annex K (normative)Connections with interlayers
K.1 Use of this annex
K.2 Scope and field of application
K.3 Timber to timber connections
K.3.1 No connection between interlayer and timber
374 K.3.2 Connection between interlayer and timber
377 K.4 Steel to timber joints
K.4.1 No connection between interlayer and timber
380 K.4.2 Connection between interlayer and timber
383 Annex L (normative)Laminated timber decks (LTD)
L.1 Use of this annex
L.2 Scope and field of application
384 L.3 Basis of design
L.4 Materials
L.5 Numerical analysis for laminated timber decks
L.6 System stiffness
386 L.7 System strength
387 L.8 Simplifications for system strength
388 L.9 Effective loaded area for concentrated vertical loads
L.10 System verification of glued laminated timber decks
389 Annex M (normative)Material and product properties for design
M.1 Use of this annex
M.2 Scope and field of application
M.3 Timber products
M.3.1 General
M.3.2 Structural lumber and glued solid timber (SL and GST)
390 M.3.3 Glued laminated timber (GL; including glulam with large finger joints and block glued glulam (BGL))
392 M.3.4 Cross-laminated timber (CLT)
M.3.5 Laminated veneer lumber (LVL) and glued-laminated veneer lumber (GLVL)
395 M.3.6 Wood-based panels for structural use
396 M.4 Gypsum and gypsum-based products
M.4.1 Gypsum plasterboards (GPB)
397 M.4.2 Gypsum fibreboards (GFB)
M.5 Fasteners and connectors
M.5.1 Connectors, punched metal plate fasteners, field splice plates, metal plate connectors and metal 3D-connectors
399 M.5.2 Dowel-type fasteners and non-alloy steel tubes
400 M.5.3 Characteristic withdrawal strength of screws and rods with wood screw thread
M.5.4 Characteristic head pull-through strength of nails, staples and screws
402 Annex N (informative)Classes and determination of some material properties
N.1 Use of this annex
N.2 Scope and field of application
N.3 Strength classes for cross laminated timber (CLT)
403 N.4 Strength classes for laminated veneer lumber (LVL)
405 N.5 Characteristic strength and stiffness values of gypsum plasterboards and fibreboards
407 N.6 Categories for screws and rods with wood screw thread
409 Annex O (informative)Numerical analysis for uni-directional timber elements
O.1 Use of this annex
O.2 Scope and field of application
O.3 Determination of stiffness values
411 Annex P (informative)Foundations with timber piles
P.1 Use of this annex
P.2 Scope and field of application
412 P.3 General
413 P.4 Materials and properties
P.4.1 General
P.4.2 Compressive strength parallel to grain
P.4.3 Compressive modulus of elasticity parallel to grain
P.4.4 Shaft friction
P.5 Durability
415 P.6 Structural analysis
P.7 Ultimate limit states
P.7.1 General
P.7.2 Axial compression
416 P.7.3 Stability
417 P.8 Serviceability limit states
418 Annex Q (informative)Requirements for logs and pile extensions used as foundation piles
Q.1 Use of this annex
Q.2 Scope and field of application
Q.3 Wood species
419 Q.4 Geometrical properties
Q.4.1 Length and diameter
Q.4.2 Dimension and type of concrete pile extensions
420 Q.4.3 Straightness
Q.5 Grading
423 Annex R (informative)Lateral displacement of multi storey monolithic shear walls and single-storey segmented shear walls
R.1 Use of this annex
R.2 Scope and field of application
424 R.3 Method of calculation of lateral displacement
426 R.4 Displacement contributions for LTF, fully anchored- and monolithic CLT- and GLVL-C shear walls without openings
429 R.5 Displacement contributions for single-storey segmented CLT- and GLVL-C shear walls without opening
432 Annex S (informative)Framed walls with combined anchorage
S.1 Use of this Annex
S.2 Scope and field of application
S.3 General
S.4 Ultimate Limit State
439 S.5 Serviceability limit state
440 Bibliography

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BSI 23/30458278 DC 2023
$45.21