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Standard for load and resistance factor design (LRFD) for engineered wood construction

Author: American Forest & Paper Association.; American Society of Civil Engineers.
Publisher: New York : American Society of Civil Engineers, ©1996.
Series: American Society of Civil Engineers.; ASCE standard.
Edition/Format:   eBook : Document : EnglishView all editions and formats
Summary:
Presents the Load and Resistance Factor Design (LRFD) Standard for Engineered Wood Construction, prepared by the American Forest and Paper Association and the American Society of Civil Engineers, with commentary, glossaries, and bandw diagrams. Details load and resistance factor design of materials such as structured lumber, glued laminated timber, and structural composite lumber, and discusses areas including  Read more...
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Genre/Form: Electronic books
Additional Physical Format: Print version:
American Forest & Paper Association.
Standard for load and resistance factor design (LRFD) for engineered wood construction.
New York : American Society of Civil Engineers, ©1996
(DLC) 95051202
Material Type: Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: American Forest & Paper Association.; American Society of Civil Engineers.
ISBN: 9780784470053 0784470057
OCLC Number: 708564370
Notes: "AF & PA/ASCE 16-95."
Description: 1 online resource (xx, 124 pages) : illustrations.
Contents: ""Contents""; ""Preface""; ""Acknowledgments""; ""Table Of Contents""; ""Notation""; ""1 General Provisions""; ""1.1 Scope""; ""1.1.1 Units""; ""1.2 Applicable Documents""; ""1.3 Loads and Load Combinations""; ""1.3.1 Nominal loads""; ""1.3.2 Load combinations""; ""1.3.3 Other loads""; ""1.3.4 Counteracting loads""; ""1.4 Design Basis""; ""1.4.1 Limit states design""; ""1.4.2 Structural analysis""; ""1.4.3 Strength limit states""; ""1.4.4 Serviceability limit states""; ""1.4.5 Existing structures""; ""2 Design Requirements""; ""2.1 Scope""; ""2.2 Gross And Net Areas""; ""2.2.1 Gross area"" ""2.2.2 Net area""""2.3 Stability""; ""2.4 Lateral Support""; ""2.5 Reference Conditions""; ""2.6 Adjusted Resistance and Adjusted Strength""; ""2.6.1 General""; ""2.6.2 Adjustment factors for end-use""; ""2.6.3 Adjustment factors for member configuration""; ""2.6.4 Additional adjustments for structural lumber and glued laminated timber""; ""2.6.5 Additional adjustments for structural panels""; ""2.6.6 Additional adjustments for timber poles and piles""; ""2.6.7 Additional adjustments for structural connections""; ""3 Tension Members""; ""3.1 General""; ""3.1.1 Scope"" ""3.1.2 Member design""""3.1.3 Special considerations""; ""3.2 Tension Resistance Parallel to Grain""; ""3.2.1 Tension resistance""; ""3.2.2 Special considerations for unsymmetrical net areas""; ""3.3 Tension Resistance Perpendicular to Grain""; ""3.4 Resistance of Built-up and Composite Members""; ""3.4.1 Built-up members with components of similar materials""; ""3.4.2 Composite members with components of dissimilar materials""; ""4 Compression Members And Bearing""; ""4.1 General""; ""4.1.1 Scope""; ""4.1.2 Member design""; ""4.2 Slenderness and Effective Length Considerations"" ""4.2.1 Effective column length""""4.2.2 Column slenderness ratio""; ""4.3 Resistance of Solid Columns Concentrically Loaded in Compression""; ""4.3.1 Design material values and design factors""; ""4.3.2 Resistance of prismatic columns""; ""4.3.3 Resistance of notched or bored prismatic columns""; ""4.3.4 Resistance of tapered columns""; ""4.4 Resistance of Spaced, Built-up, and Composite Columns""; ""4.4.1 Spaced columns""; ""4.4.2 Built-up columns""; ""4.4.3 Composite columns""; ""4.5 Resistance in Bearing""; ""4.5.1 Resistance in end bearing""; ""4.5.2 Resistance in side bearing"" ""4.5.3 Bearing at an angle to grain""""4.6 Radial Compression in Curved Members""; ""5 Flexural Members, Bending, And Shear""; ""5.1 General""; ""5.1.1 Scope""; ""5.1.2 Member design""; ""5.1.3 Design span""; ""5.1.4 Notching of flexural members""; ""5.1.5 Member orientation and support conditions""; ""5.1.6 Partial composite action of parallel member assemblies""; ""5.1.7 Moment resistance of square and circular prismatic members""; ""5.1.8 Moment resistance of box beams and I-beams""; ""5.1.9 Moment resistance of nonprismatic members""; ""5.1.10 Tapering of members""
Series Title: American Society of Civil Engineers.; ASCE standard.
Responsibility: American Forest & Paper Association, American Society of Civil Engineers.

Abstract:

Offers uniform practice in the design of engineered wood structures. This code covers such topics as: design requirements; tension members; compression members and bearing; flexural members; members  Read more...

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