Find the standard you are looking for at Engineering360. Documents are available for purchase from the IHS Standards Store.

1 - 5 of 5 results

DS/INF 175 - SUPPLEMENT FOR THE DESIGN OF TIMBER TRUSSES ACCORDING TO DS/EN 1995-1-1, EUROCODE 5: DESIGN OF TIMBER STRUCTURES - PART 1-1: GENERAL - COMMON RULES AND RULES FOR BUILDINGS Organization: DS
Date: 2009-10-14
Description: The purpose of this DS/INF 175 is partly to describe reasons for increasing the timber strength values for trusses assembled with punched metal plate fasteners, partly to give rules for execution and strength verification of timber members reinforced with punched metal plate fasteners loaded perpendicular to grain.
API SPEC 2B - SPECIFICATION FOR THE FABRICATION OF STRUCTURAL STEEL PIPE - SIXTH EDITION; EFFECTIVE JANUARY 1, 2002 Organization: API
Date: 2001-07-01
Description: Pipe fabricated under this specification is intended to be used primarily in piling and main structural members, including tubular truss connections, where internal stiffeners are not usually required.
API STD 2B - SPECIFICATION FOR FABRICATED STRUCTURAL STEEL PIPE - FIRST EDITION; SUPP 2: FEBRUARY 1972 Organization: API
Date: 1969-11-01
Description: Pipe fabricated under this specification is intended to be used primarily in piling and main structural members, including tubular truss joints, where internal stiffeners are not required.
AISC DESIGN GUIDE 24 - HOLLOW STRUCTURAL SECTION CONNECTIONS Organization: AISC
Date: 2010-01-01
Description: The CD also has examples of a transverse plate on a rectangular HSS, a longitudinal plate on a round HSS, and HSS braces with end gusset plates, as well as examples of the design of cap plates, base plates and end plates on HSS members.
AASHTO HBF - GUIDE SPECIFICATION FOR HIGHWAY BRIDGE FABRICATION WITH HPS 70W (HPS 485W) STEEL - REVISION 2 Organization: AASHTO
Date: 2003-06-01
Description: Within the next four years, over 45 bridges were placed in service that have incorporated HPS 70W exclusively in steel plate girders, as part of homogeneous, mixed or hybrid plate girders, or in floor systems, deck trusses, and suspension bridges totaling nearly 4½ million square feet of deck area. Thirty-six owners, including states, authorities and other agencies, chose to take advantage of HPS 70W in nearly 180 steel bridges during this period.

1 - 5 of 5 results