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DS 379 - SIZES OF COLUMNS AND ILLUSTRATIONS IN PERIODICALS, ETC., IN FORMAT A4 AND A5 Organization: DS
Date: 1963-01-01
Description: The standard establishes sizes of columns and illustrations in periodicals, catalougues, articles etc. in A4 and A5 format.
DIN 69526 - MACHINE TOOLS; MODULAR UNITS; INTEGRAL WAY COLUMNS; CONSTRUCTIONAL SIZES Organization: DIN
Date: 1981-02-01
DIN 69522 - MACHINE TOOLS; MODULAR UNITS; WING BASES FOR COLUMNS; CONSTRUCTIONAL SIZES Organization: DIN
Date: 1985-09-01
DIN 69525 - MACHINE TOOLS; MODULAR UNITS; VERTICAL COLUMN UNITS; CONSTRUCTIONAL SIZES Organization: DIN
Date: 1981-02-01
APA Y240 - DATA FILE: DESIGN OF STRUCTURAL GLUED LAMINATED TIMBER COLUMNS - TO PURCHASE CALL 1-800-854-7179 USA/CANADA OR 303-397-7956 WORLDWIDE Organization: APA
Date: 2009-08-01
Description: Provides information on member sizes and layup, design stresses, column design equations, and design tables and examples.
TSE - TS 6855 - MODÜLER UNITS FOR MACHINE TOOL CONSTRUCTION-WING BASE FOR COLUMNS Organization: TSE
Date: 1989-04-11
Description: Specifies certain dimensions relating to the interchangeability of wing bases for columns used in special purpose machines constructed from modular units. The nominal size of a wing base for columns is given by the nominal width of the saddle on the related slide unit.
ACI 441R - HIGH-STRENGTH CONCRETE COLUMNS: STATE OF THE ART Organization: ACI
Date: 1996-01-01
Description: Many studies4-9 have demonstrated the economy of using HSC in columns of high-rise buildings, as well as low to mid-rise buildings.10 In addition to reducing column sizes and producing a more durable material, the use of HSC has been shown to be advantageous with regard to lateral stiffness and axial shortening.
WRC BUL 8 - TESTS OF COLUMNS UNDER COMBINED THRUST AND MOMENT - TO PURCHASE CALL 1-800-854-7179 USA/CANADA OR 303-397-7956 WORLDWIDE Organization: WRC
Date: 1950-12-01
Description: Lengths of 8, 12, and 16 feet may be accommodated in the apparatus, which is designed to test steel columns up to an 8WF40 rolled section size. Axial load is applied by a universal testing machine of 800,000 pound capacity.
WRC BUL 218 - TESTS OF BOLTED BEAM-TO-COLUMN FLANGE MOMENT CONNECTIONS - TO PURCHASE CALL 1-800-854-7179 USA/CANADA OR 303-397-7956 WORLDWIDE Organization: WRC
Date: 1976-08-01
Description: Against the background of these results, new design procedures for shear plate, moment plate, column web stiffners and their welding requirements to column web are suggested. These new procedures provide good correlation with the test results
ASTM D4874 - STANDARD TEST METHOD FOR LEACHING SOLID MATERIAL IN A COLUMN APPARATUS Organization: ASTM
Date: 1995-10-10
Description: This test method is a standard laboratory procedure for generating aqueous leachate from materials using a column apparatus. It provides a leachate suitable for organic analysis of semivolatile and nonvolatile compounds as well as inorganic analyses.
WRC BUL 115 - FURTHER STUDIES ON THE LATERAL-TORSIONAL BUCKLING OF STEEL BEAM-COLUMNS - TO PURCHASE CALL 1-800-854-7179 USA/CANADA OR 303-397-7956 WORLDWIDE Organization: WRC
Date: 1966-07-01
Description: In this report solutions are presented for the inelastic lateral-torsional buckling strength of as-rolled steel wide-flange beam-columns. The beam-columns are subjected to an axial force and to bending moments applied either at one end of the member only or equally to both ends.
ASTM E1482 - STANDARD PRACTICE FOR USE OF GEL FILTRATION COLUMNS FOR CYTOTOXICITY REDUCTION AND NEUTRALIZATION Organization: ASTM
Date: 2012-10-01
Description: The effectiveness of the practice is dependent on the ratio of gel bed volume to sample size and uniformity in the preparation of columns as well as the conditions of entrifugation.
BRUHN - CHAPTER C2 - ANALYSIS AND DESIGN OF FLIGHT VEHICLE STRUCTURES - CHAPTER C2: STRENGTH OF COLUMNS WITH STABLE CROSS·SECTIONS Organization: BRUHN
Date: 1973-01-01
Description: Some of the more useful chapters include: Membrane Stress in Pressure Vessels, Elastic and Inelastic Instability of Columns and Thin Sheets, Buckling of Flat Sheets, Monocoque Cylinders and Conical Shells, Sandwich Structural Design, Welded Aircraft Structures, Fittings and Connections, Bolted and Riveted and the list goes on.
BRUHN - CHAPTER A10 - ANALYSIS AND DESIGN OF FLIGHT VEHICLE STRUCTURES - CHAPTER A10: STATICALLY INDETERMINATE STRUCTURES SPECIAL METHOD - THE COLUMN ANALOGY METHOD Organization: BRUHN
Date: 1973-01-01
Description: Some of the more useful chapters include: Membrane Stress in Pressure Vessels, Elastic and Inelastic Instability of Columns and Thin Sheets, Buckling of Flat Sheets, Monocoque Cylinders and Conical Shells, Sandwich Structural Design, Welded Aircraft Structures, Fittings and Connections, Bolted and Riveted and the list goes on.
BRUHN - CHAPTER A18 - ANALYSIS AND DESIGN OF FLIGHT VEHICLE STRUCTURES - CHAPTER A18: THEORY OF THE INSTABILITY OF COLUMNS AND THIN SHEETS Organization: BRUHN
Date: 1973-01-01
Description: Some of the more useful chapters include: Membrane Stress in Pressure Vessels, Elastic and Inelastic Instability of Columns and Thin Sheets, Buckling of Flat Sheets, Monocoque Cylinders and Conical Shells, Sandwich Structural Design, Welded Aircraft Structures, Fittings and Connections, Bolted and Riveted and the list goes on.
NBN - ENV 13381-6 - TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 6: APPLIED PROTECTION TO CONCRETE FILLED HOLLOW STEEL COLUMNS Organization: NBN
Date: 2002-09-11
Description: Fire protection systems where the fire protection material is not attached directly to the composite column, leading to a continuous cavity between the column and the fire protection material of size greater than 5 mm are the subject of prENV 13381-2.
NBN - ENV 13381-6 - TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 6: APPLIED PROTECTION TO CONCRETE FILLED HOLLOW STEEL COLUMNS Organization: NBN
Date: 2002-09-11
Description: Fire protection systems where the fire protection material is not attached directly to the composite column, leading to a continuous cavity between the column and the fire protection material of size greater than 5 mm are the subject of prENV 13381-2.
BRUHN - CHAPTER C7 - ANALYSIS AND DESIGN OF FLIGHT VEHICLE STRUCTURES - CHAPTER C7: CRIPPLING STRENGTH OF COMPOSITE SHAPES AND SHEET-STIFFENER PANELS IN COMPRESSION SHEET EFFECTIVE WIDTHS. COLUMN STRENGTH. Organization: BRUHN
Date: 1973-01-01
Description: Some of the more useful chapters include: Membrane Stress in Pressure Vessels, Elastic and Inelastic Instability of Columns and Thin Sheets, Buckling of Flat Sheets, Monocoque Cylinders and Conical Shells, Sandwich Structural Design, Welded Aircraft Structures, Fittings and Connections, Bolted and Riveted and the list goes on.
NPFC - QPL-AA-F-358 - FILING CABINET, LEGAL AND LETTER SIZE, UNINSULATED, SECURITY Organization: NPFC
Date: 2013-09-12
Description: The brand name designation under which the product is offered for sale to the general public is capitalized and enclosed in quotation marks in the Manufacturer's Designation or "BRAND NAME" column, provided the manufacturer or his authorized distributor has certified that the product submitted for qualification is the same product, except for packaging and marking, and is the only product available on the public market by that brand name.
ISO 4126-10 - SAFETY DEVICES FOR PROTECTION AGAINST EXCESSIVE PRESSURE — PART 10: SIZING OF SAFETY VALVES FOR GAS/LIQUID TWO-PHASE FLOW - FIRST EDITION Organization: ISO
Date: 2010-10-01
Description: This part of ISO 4126 specifies the sizing of safety valves for gas/liquid two-phase flow in pressurized systems such as reactors, storage tanks, columns, heat exchangers, piping systems or transportation tanks/containers.

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