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Bolted Wood Connection Example 3 - DESIGN
Bolted Wood Connection Example 3: Design of a WSW connection from scratch, including consideration of bolt selection spacing, layout, consideration of shrinkage, design for yield, row shear, group tear-out, net tension.
Copyright Notices:
Some content from the Wood Design Manual 2017, courtesy the Canadian Wood Council (CWC).
With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., Toronto, ON, M9W IR3, material is reproduced from CSA Group standard CSA 086:14 and CSA 086:19, Engineering design in wood. This material is not the complete and official position of CSA Group on the referenced subject, which is represented solely by the Standard in its entirety. While use of the material has been authorized, CSA Group is not responsible for the manner in which the data is presented, nor for any representations and interpretations. No further reproduction is permitted. For more information or to purchase standard(s) from CSA Group, please visit store.csagroup.org or call 1-800-463-6727.
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Bolted Wood Connection Example 2 - Part 3 Summary and Parallel-Perpendicular Interaction
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Bolted Wood Connection Example 2: wood-wood-wood (WWW) connection loaded at an angle to grain (beam and brace). Part 3: Summary and Parallel-Perpendicular Interaction. Copyright Notices: Some content from the Wood Design Manual 2017, courtesy the Canadian Wood Council (CWC). With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., Toronto, ON, M9W IR...
Bolted Wood Connection Example 2 - Part 2 Row Shear, Group Tear-out, Net Tension, and Splitting
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Bolted Wood Connection Example 2: wood-wood-wood (WWW) connection loaded at an angle to grain (beam and brace). Part 2: Row Shear, Group Tear-out, Net Tension, and Splitting resistances. Copyright Notices: Some content from the Wood Design Manual 2017, courtesy the Canadian Wood Council (CWC). With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., ...
Bolted Wood Connection Example 2 - Part 1 Geometry, Spacing and Yielding
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Bolted Wood Connection Example 2: wood-wood-wood (WWW) connection loaded at an angle to grain (beam and brace). Part 1: Geometry, Spacing and Yielding Resistance. Copyright Notices: Some content from the Wood Design Manual 2017, courtesy the Canadian Wood Council (CWC). With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., Toronto, ON, M9W IR3, ma...
Bolted Wood Connection Example 1 - Tension Parallel to Grain
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Example of a bolted wood connection (steel-wood-steel) with load applied only parallel to grain. Checking spacing requirements, yielding resistance, row shear, group tear-out, net tension, and overall requirements. Copyright Notices: With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., Toronto, ON, M9W IR3, material is reproduced from CSA Group s...
Bolted Wood Connections - Part 5 Splitting Failure Mode and Design Requirements
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Splitting failure mode for wood connections, calculation of effective depth for splitting, calculation procedure for splitting resistance, summary of bolted connection requirements, interaction equation for bolted connections loaded at an angle to grain. Copyright Notices: With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., Toronto, ON, M9W IR3,...
Bolted Wood Connections - Part 4 Group Tear-out and Net Tension Failure Modes
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Group Tear-out failure in bolted connections, mechanics of group tear-out, calculation of net area between bolt holes, group tear-out resistance calculation procedure. Copyright Notices: With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., Toronto, ON, M9W IR3, material is reproduced from CSA Group standard CSA 086:14 and CSA 086:19, Engineering ...
Bolted Wood Connections - Part 3 Row Shear Failure Mode
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Row shear failure in bolted wood connections for tension and compression direction loading, mechanics of row shear, factor for member loaded surfaces and non-uniform stress distribution in wood members, row shear resistance calculation procedure. Copyright Notices: With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., Toronto, ON, M9W IR3, materia...
Bolted Wood Connections - Part 2 Yielding Failure Mode
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Yielding failure mode in bolted wood connections and comparison to nailed connections, Johansen yield equations for unit lateral yielding resistance, embedment strength for wood, concrete and steel, total lateral yielding resistance. Copyright Notices: With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., Toronto, ON, M9W IR3, material is reproduc...
Bolted Wood Connections - Part 1 Introduction and Bolt Spacing
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Bolted wood connection geometry, summary of bolted connection failure modes, bolt spacing requirements in the parallel to grain and perpendicular to grain directions. Copyright Notices: With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., Toronto, ON, M9W IR3, material is reproduced from CSA Group standard CSA 086:14 and CSA 086:19, Engineering d...
Nailed Connection Design Example 1
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Example design of a nailed connection in a shearwall, determining nail size and length requirements based on spacing and embedment requirements, nail size trial selection, application of Johansen yield equations, calculating per nail shear resistance, determining the final required nail spacing. Copyright Notices: Some slide content from the Wood Design Manual 2017, courtesy the Canadian Wood C...
Nailed Wood Connections - Part 4 Withdrawal Resistance
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Design of nailed wood connections for nail withdrawal loads, applicable load durations, requirement for side-grain nailing, length of penetration.
Nailed Wood Connections - Part 3 Total Lateral Resistance
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Total lateral resistance of nailed connections, shear planes, accounting for end-grain, toe-nailing and nail clinching, system effect for nailed connections in shearwalls or diaphragms. Copyright Notices: Slide content from the Wood Design Manual 2017, courtesy the Canadian Wood Council (CWC). With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., ...
Nailed Wood Connections - Part 2 Lateral Resistance per Nail
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Lateral resistance of a single nailed joint, Johansen yield equations (European yield model), string/rope effect in nails, calculating embedment strengths and yield strengths. Copyright Notices: Slide content from the Wood Design Manual 2017, courtesy the Canadian Wood Council (CWC). With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., Toronto, O...
Nailed Wood Connections - Part 1 Lateral Resistance Requirements
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Design of nailed wood connections, geometry of nails and spikes, connection geometry and member thickness limits, nail spacing requirements. Copyright Notices: Slide content from the Wood Design Manual 2017, courtesy the Canadian Wood Council (CWC). With the permission of Canadian Standards Association, (operating as "CSA Group"), 178 Rexdale Blvd., Toronto, ON, M9W IR3, material is reproduced ...
Wood Connections - Part 3 Design Guidelines and Geometry
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Wood Connections - Part 3 Design Guidelines and Geometry
Wood Connections - Part 2 Detailing Tips
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Wood Connections - Part 2 Detailing Tips
Wood Connections - Part 1 Introduction
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Wood Connections - Part 1 Introduction
Wood Beam-Column Design Example - Part 6 Axial-Moment Interaction
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Wood Beam-Column Design Example - Part 6 Axial-Moment Interaction
Wood Beam-Column Design Example - Part 5 Compression and Bearing
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Wood Beam-Column Design Example - Part 5 Compression and Bearing
Wood Beam-Column Design Example - Part 4 Shear and Moment Resistance
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Wood Beam-Column Design Example - Part 4 Shear and Moment Resistance
Wood Beam-Column Design Example - Part 3 Selecting a Trial Section
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Wood Beam-Column Design Example - Part 3 Selecting a Trial Section
Wood Beam-Column Design Example - Part 2 Load Combinations
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Wood Beam-Column Design Example - Part 2 Load Combinations
Wood Beam-Column Design Example BC Example - Part 1 Consideration of Eccentric Load
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Wood Beam-Column Design Example BC Example - Part 1 Consideration of Eccentric Load
Wood Beam-Column Design - Part 2
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Wood Beam-Column Design - Part 2
Wood Beam-Column Design - Part 1
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Wood Beam-Column Design - Part 1
Wood Beam Design - Part 8 Summary
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Wood Beam Design - Part 8 Summary
Wood Beam Example 3 (Glulam Beam Design) - Part 2 Shear and Bearing
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Wood Beam Example 3 (Glulam Beam Design) - Part 2 Shear and Bearing
Wood Beam Example 3 (Glulam Beam Design) - Part 1 Trial Selection, Bending, and Deflection
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Wood Beam Example 3 (Glulam Beam Design) - Part 1 Trial Selection, Bending, and Deflection
Wood Beam Example 2 (Notched Lumber Beam) - Part 2 Shear and Deflection
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Wood Beam Example 2 (Notched Lumber Beam) - Part 2 Shear and Deflection