AWC TR 12 2015

$32.50

TR 12 – General Dowel Equations for Calculating Lateral Connection Values

Published By	Publication Date	Number of Pages
AWC	2015	36

Guaranteed Safe Checkout

Category: AWC

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

Description

PDF Catalog

PDF Pages	PDF Title
1	Cover
3	Copyright
4	Table of Contents
5	PART 1. General Dowel Equations 1.1 Introduction 1.2 Lateral Connection Values 1.3 Reference Design Value 1.4 Connections with Members of SolidCross Section 1.5 Connections with Members of HollowCross Section
6	1.6 Dowel Bearing Strength and FastenerBending Yield Strength 1.7 Notation
7	Table 1-1 General Dowel Equations for Solid Cross Section Members
8	Table 1-2 General Dowel Equations for Solid Cross-Section Main Member and Hollow Cross Section Side Member(s)
9	Table 1-3 General Dowel Equations for Hollow Cross Section Main Member and Solid Cross Section Side Member(s)
10	PART 2. Equation Derivation 2.1 Introduction 2.1.1 End Fixity and Friction 2.1.2 Predicted Yield Mode Figure 2-1 Connection Yield Modes – Solid Cross Section Members Section Members
11	2.2 Equation Derivation for Connectionswith Members of Solid Cross Section 2.2.1 Mode I 2.2.2 Modes II-IV Figure 2-2 Connection Yield Modes – Solid and Hollow Cross Section Members
12	Figure 2-3 General Conditions of Dowel Loading – Solid Members
13	2.2.3 Mode II 2.2.4 Mode IIIm 2.2.5 Mode IIIs
14	2.2.6 Mode IV
15	Figure 2-4 Connection Yield Modes Assumed Loading – Solid Members
16	Figure 2-5 Single Shear Connection – Mode II
17	2.3 Tapered Tip Equation Derivation 2.3.1 Mode I 2.3.2 Modes II-IV Figure 2-6 Dowel Bearing with Tapered TipConnector
18	2.3.3 NDS Assumption 2.4 Equation Derivation for Connectionswith Members of Hollow Cross Section 2.4.1 Mode I 2.4.2 Modes II-IV
19	2.4.3 Mode II Figure 2-7 General Conditions of Dowel Loading – Hollow Cross Section Members
20	2.4.4 Mode IIIm 2.4.5 Mode IIIs 2.4.6 Mode IV
21	PART 3. Example Problems Example 3.1 Bolted Connection with Gap Example 3.2 Lag Screw Connection
23	Figure 3-2 Wood-to-wood single shear lag screw comparison of different diameter and threadlocation conditions.
24	Example 3.3 Lag Screw Penetration
25	Figure 3-3A Figure 3-3B Figure 3-3C
26	Example 3.4 Steel Side Member to WoodMain Member – Tapered Tip Effects
27	Example 3.5 Bolted Connection throughSolid and Hollow Members – Double Shear Figure 3-5
28	PART 4. References
29	Appendix A. Dowel Bearing Strength and Fastener BendingYield Strength A.1 Introduction A.2 Notation A.3 Dowel Bearing Strength
30	Figure A1. Dowel Bearing Strength Test Specimen
31	Table A1. Dowel Bearing Strength, Fe
32	A.4 Dowel Bending Yield Strength Figure A2. Dowel Bending Strength
33	Table A2. Dowel Bending Yield Strength, Fyb A.5 References
35	AWC Mission Statement
36	AWC Contact Information