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NAVY - NAV MO-111.1 - INSPECTION OF WOOD BEAMS & TRUSSES Organization: NAVY
Date: 1985-09-01
APA PR-L256 - APA PRODUCT REPORT PR-L256, WOOD I BEAM WI SERIES I-JOISTS, GEORGIA-PACIFIC WOOD PRODUCTS LLC - TO PURCHASE CALL 1-800-854-7179 USA/CANADA OR 303-397-7956 WORLDWIDE Organization: APA
Date: 2013-09-09
EU - 1999/92/EC - COMMISSION DECISION ON THE PROCEDURE FOR ATTESTING THE CONFORMITY OF CONSTRUCTION PRODUCTS PURSUANT TO ARTICLE 20(2) OF COUNCIL DIRECTIVE 89/106/EEC AS REGARDS LIGHT COMPOSITE WOOD-BASED BEAMS AND COLUMNS - NOTIFIED UNDER DOCUMENT NUMBER C(1999) 116; TEXT WITH EEA RELEVANCE Organization: EU
Date: 1999-01-25
NR - BRS-SM 841/S2 ISSUE A - LOCATION BASE & PLATFORM FOR CUTTINGS BEAM HOLE REQUIREMENTS FOR TYPE "B" WITH WOOD FLOOR Organization: NR
Date: 1991-01-01
NR - BRS-SM 840/S2 ISSUE A - LOC. BASE & PLATFORM FOR EMBANKMENTS BEAM HOLE REQUIREMENTS FOR TYPE "A" WITH WOOD FLOOR Organization: NR
Date: 1991-01-30
NR - BRS-SM 841/2 ISSUE A - LOCATION BASE & PLATFORM FOR CUTTINGS BEAM HOLE REQUIREMENTS FOR TYPE 'B' WITH WOOD FLOOR Organization: NR
Date: 1991-01-30
CRC - STRUCTURAL WOOD DESIGN � - STRUCTURAL WOOD DESIGN – ASD/LRFD - SECOND EDITION Organization: CRC
Date: 2017-04-28
Description: includes a chapter on practical considerations covering topics like flitch beams, wood poles used for footings, reinforcement of existing structures, and historical data on wood properties.
APA S570 - SUBSTITUTION OF GLULAM BEAMS FOR STEEL OR SOLID-SAWN LUMBER - TO PURCHASE CALL 1-800-854-7179 USA/CANADA OR 303-397-7956 WORLDWIDE Organization: APA
Date: 2013-01-01
Description: Introduction Glued laminated timber (glulam) beams of equal or greater strength and stiffness can often be substituted for sawn lumber or steel beams. This APA publication provides tables for equivalent glulam beams. APA – The Engineered Wood Association offers a comprehensive set of services and tools for design and construction professionals who specify and use engineered wood products and building systems.
ASTM D7250/D7250M - STANDARD PRACTICE FOR DETERMINING SANDWICH BEAM FLEXURAL AND SHEAR STIFFNESS Organization: ASTM
Date: 2016-04-01
Description: The calculation methods in this practice are limited to sandwich beams exhibiting linear force-deflection response. This practice uses test results obtained from Test Methods C393/C393M and/or D7249/D7249M.
DS/EN 14229 - STRUCTURAL TIMBER - WOOD POLES FOR OVERHEAD LINES Organization: DS
Date: 2010-10-25
Description: This European Standard specifies the evaluation of conformity requirements and the marking of wood poles. This European Standard does not specify wood poles treated against fire to improve their fire performance.
TSE - TS 56-1 EN 12465 - WOOD POLES FOR OVERHEAD LINES ? DURABILITY REQUIREMENTS Organization: TSE
Date: 2004-04-16
Description: For example, this standarddoes not cover poles used as beams Bu standard, havai nakil ve haberlesme hatlarinda kullanilanagac tel direklerin dayanikliligi ve emprenye islemi ozelliklerinikapsar.Bu standard, yalnizca konsol ve/veya basinc yuku altindakitek bir tel diregi kapsar.
CEN - EN 14229 - STRUCTURAL TIMBER - WOOD POLES FOR OVERHEAD LINES Organization: CEN
Date: 2010-10-01
Description: This European Standard specifies the evaluation of conformity requirements and the marking of wood poles. This European Standard does not specify wood poles treated against fire to improve their fire performance.
DIN EN 14229 - STRUCTURAL TIMBER - WOOD POLES FOR OVERHEAD LINES Organization: DIN
Date: 2011-02-01
Description: This European Standard specifies the evaluation of conformity requirements and the marking of wood poles. This European Standard does not specify wood poles treated against fire to improve their fire performance.
TSE - TS EN 14229 - STRUCTURAL TIMBER - WOOD POLES FOR OVERHEAD LINES Organization: TSE
Date: 2013-04-10
Description: This EuropeanStandard does not quantify the service life that may be expectedfrom a wood pole. NOTE The service life of a wood pole depends onits geographical location, the associated climate of its serviceenvironment and either the natural durability of the heartwood ofthe species selected, or the combination between selection ofspecies, preservative type, and requirements of retention and anyincised zones.
ISO 22389-2 - TIMBER STRUCTURES — BENDING APPLICATIONS OF I-BEAMS — PART 2: COMPONENT PERFORMANCE AND MANUFACTURING REQUIREMENTS - FIRST EDITION Organization: ISO
Date: 2012-01-15
Description: This part of ISO 22389 gives requirements for manufacturing, in-house quality assurance and periodic reevaluation of prefabricated wood-based I-beams. Wood-based I-beams tested according to this part of ISO 22389 are intended for use in covered conditions and utilize components that are able to resist the effects of moisture on structural performance due to construction delays or other conditions of similar severity, but not permanently exposed to the weather.
ISO 22389-1 - TIMBER STRUCTURES - BENDING STRENGTH OF I-BEAMS - PART 1: TESTING, EVALUATION AND CHARACTERIZATION - FIRST EDITION Organization: ISO
Date: 2010-05-15
Description: Procedures for establishing common details are given and certain end-use considerations specific to woodbased I-beams are itemized. Wood-based I-beams tested according to this part of ISO 22389 are intended for use under covered conditions and utilize components that are able to resist the effects of moisture on structural performance due to construction delays or other conditions of similar severity, but are not intended to be permanently exposed to the weather.
DS/EN 15037-4+A1 - PRECAST CONCRETE PRODUCTS - BEAM-AND-BLOCK FLOOR SYSTEMS - PART 4: EXPANDED POLYSTYRENE BLOCKS Organization: DS
Date: 2013-06-21
Description: This European Standard deals with the requirements and the basic performance criteria for blocks made in expanded polystyrene (EPS), used in conjunction with precast concrete beams in compliance with EN 15037-1, with or without cast-in-situ concrete for the construction of beam-and-block floor systems.
CEN - EN 15037-4 - PRECAST CONCRETE PRODUCTS - BEAM-AND-BLOCK FLOOR SYSTEMS - PART 4: EXPANDED POLYSTYRENE BLOCKS - INCORPORATES AMENDMENT A1: 2013 Organization: CEN
Date: 2010-01-01
Description: This European Standard deals with the requirements and the basic performance criteria for blocks made in expanded polystyrene (EPS), used in conjunction with precast concrete beams in compliance with EN 15037-1, with or without cast-in-situ concrete for the construction of beam-and-block floor systems.
TSE - TS EN 15037-4+A1 - PRECAST CONCRETE PRODUCTS - BEAM-AND-BLOCK FLOOR SYSTEMS - PART 4: EXPANDED POLYSTYRENE BLOCKS Organization: TSE
Date: 2015-02-27
Description: This European Standard deals with the requirements and the basicperformance criteria for blocks made in expanded polystyrene (EPS),used in conjunction with precast concrete beams in compliance withEN 15037-1, with or without cast-in-situ concrete for theconstruction of beam-and-block floor systems.
DSF/EN 1870-13/PRA1 - SAFETY OF WOODWORKING MACHINES - CIRCULAR SAWING MACHINES - PART 13: HORIZONTAL BEAM PANEL SAWING MACHINES Organization: DS
Description: This document deals with the significant hazards, hazardous situations and events as listed in Clause 4 which are relevant to horizontal beam panel sawing machines where the saw unit is mounted below the workpiece support and which are manually or mechanically loaded and / or unloaded, fitted with: - a side pressure device and / or - the facility for scoring and / or - the facility for post-formed / soft-formed edge pre-cutting and / or - a panel turning device and / or - a pushing out device and / or - pneumatic clamping of the saw blade and / or - a powered panel loading device and / or - a grooving device and / or - additional cutting line(s) inside the machine for longitudinal and / or head cut (before transversal cutting line) and / or - workpiece vacuum clamping as part of a panel turning device or of a panel loading device, hereinafter referred to as ""machines"" when they are used as intended and under the conditions foreseen by the manufacturer.

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