DIN 1052-1:1988-04
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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STRUCTURAL USE OF TIMBER - DESIGN AND CONSTRUCTION
Hardcopy , PDF
01-08-2004
English
01-01-1988
1 Field of application
2 Concepts
2.1 Solid timber and glued laminated timber
2.2 Wood-based panel products
2.3 Timber panels, sheathing and roof decking
3 Structural analysis and drawings
3.1 Structural analysis
3.2 Drawings
3.3 Specification of works
3.4 Designation
4 Material characteristics
4.1 Moduli of elasticity, shear and torsion
4.2 Moisture and shrinkage
4.3 Deformation due to creep
4.4 Thermal effects
5 Permissible stresses
5.1 Solid timber and glued laminated timber
5.2 Wood-based panel products
5.3 Other materials
6 Design principles
6.1 General
6.2 Design loads
6.2.1 Loads
6.2.2 Load casesms
6.3 Minimum cross-sectional areas
6.4 Reduction in cross-sectional area
6.5 Members subject to alternating stresses
6.6 Eccentricity in joints
7 Design principles for tension members
7.1 Axial tension
7.2 Eccentric tension (coexistent tension and
bending)
7.3 Joints
8 Design principles for flexural members
8.1 Principles
8.1.1 Effective spans
8.1.2 Bearing reactions
8.1.3 Butt joints
8.1.4 Effective load width
8.2 Solid timber and glued laminated timber flexural
members
8.2.1 Design analysis
8.2.1.1 Design for bending
8.2.1.2 Design for transverse force
8.2.1.3 Design for torsion and
transverse force
8.2.2 Notches and penetrations in rectangular
softwood beams
8.2.2.1 Notches and tenons
8.2.2.2 Penetrations in glued
laminated timber beams
8.2.3 Curved and pitched cambered glued
laminated beams
8.2.3.1 General
8.2.3.2 Transverse stresses
8.2.3.3 Axial stresses at the
inner/lower beam edge
8.2.3.4 Combination of stresses
8.2.4 Braced beams
8.3 Built-up beams with non-rigid interconnection of
chord and web
8.4 Solid-web, trussed and lattice beams
8.4.1 Solid-web beams and webs made from
wood-based panel products
8.4.2 Solid-web beams with timber webs
8.4.3 Trussed and lattice beams
8.5 Deflection and camber
8.6 Lateral stability of flexural members
9 Design of compression members
9.1 Effective length
9.2 Slenderness ratio
9.3 Axial compression
9.3.1 General
9.3.2 Check for safety against bucking of
non-composite members
9.3.3 Check for safety against buckling of
composite members
9.3.3.1 General
9.3.3.2 Built-up, non-straddled
members with continuous
joints
9.3.3.3 Composite straddled
compression members (spaced
and lattice members)
9.3.3.4 Structural detailing and
analysis of bridging
DocumentType |
Standard
|
Pages |
36
|
PublisherName |
German Institute for Standardisation (Deutsches Institut für Normung)
|
Status |
Superseded
|
SupersededBy |
DIN 1052-3 : 1988 AMD 1 1996 | STRUCTURAL USE OF TIMBER - BUILDINGS IN TIMBER FRAME CONSTRUCTION - DESIGN AND CONSTRUCTION |
DIN 1052-2 : 1988 AMD 1 1996 | STRUCTURAL USE OF TIMBER - MECHANICALY FASTENED JOINTS |
DIN 1052-1 : 1988 AMD 1 1996 | STRUCTURAL USE OF TIMBER - DESIGN AND CONSTRUCTION |
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