MADCAD.com - The Cloud-Based Reference Library

- Free Trial - Webinar - Feedback

Cart (0)

No items in cart.

Total

There is a technical issue about last added item. You can click "Report to us" button to let us know and we resolve the issue and return back to you or you can continue without last item via click to continue button.

Home

Content

Tour

eLibrary

Store

Contact us for a custom quote

Please fill the form below and a member of our staff will contact you shortly. The contents of your cart will automatically be sent to us so we can provide an accurate custom quote.

Company*
Full name*
Email*
Phone

⨯To continue with accurate pricing,
please select your company type below:

Large goverment organizations

Large multi-national corporation (more than $5B annual revenue)

None of the above

Your company has a special pricing case for IEEE.
For pricing, please contact us by filling out the form.

Full name*
Email*
Phone
Your selection

⨯We need your input!

Are you a code official in a jurisdiction with less than 300,000 population?

Yes No

This item is only available for the code officials of jurisdictions less then 300K population.

If you do not meet the criteria item will be removed and you will be able to continue shopping other items.

⨯ We need your input!

Your company has a special pricing case for ASME.
Please make sure the information you provide below is accurate.

Company Industry
Number Of Employees
Revenue

Pricing for the ASME publications in the store is for a 1-4 employee company in Construction Industry with revenue under $500,000.
If correct company info does not match what is publicly available info we will suspend the access and contact you for correction.
Please call 1-800-798-9296 if you have any questions.
If your company has more than 5,000 employee or more than 500 mil revenue please email us at info@madcad.com to receive a special quote, use "ASME Quote" on the subject line.

⨯We need your input!

Are you an existing Madcad user?
If so, please login to continue with the free items in your cart.

Yes No

⨯We need your input!

This bundle includes subscribed items.

Add only currently NOT subscribed items.
Add all items

Search book title

Search book content

Clear all filters Advanced Search Basic Search

Download File

eLibrary > Design Guide 24: Hollow Structural Section Connections (Second Edition) >

Design Guide 24: Hollow Structural Section Connections (Second Edition), 2024

Expand All

TOC Search:

Design Guide 24: Hollow Structural Section Connections (Second Edition), 2024

Hollow Structural Section Connections, 2nd Ed.
Inside Cover Page
Copyright
Authors
Acknowledgments
Preface
Table of Contents
Chapter 1 Introduction [Go to Page]
1.1 Scope [Go to Page]
1.1.1 Prominent Design Resources for HSS Connections
1.2 Principles of HSS Connection Design
1.3 Manufacturing of Hollow Sections [Go to Page]
1.3.1 Terminology and Designations
1.3.2 Production Methods
1.4 Manufacturing Standards and Properties [Go to Page]
1.4.1 ASTM A500/A500M
1.4.2 ASTM A1085/A1085M
1.4.3 ASTM A1065/A1065M
1.4.4 ASTM A847/A847M
1.4.5 ASTM A53/A53M
1.4.6 ASTM A501/A501M
1.4.7 ASTM A618/A618M
1.4.8 ASTM A1110/A1110M
1.4.9 ASTM A1112/A1112M
1.4.10 API 5L
1.4.11 CAN/CSA G40.20/G40.21
1.5 Advantages of HSS [Go to Page]
1.5.1 AESS
1.5.2 Torsion
1.5.3 Compression
1.5.4 Surface Area
1.5.5 Concrete Filling
1.5.6 Resistance to Fluid Flow
1.5.7 Cold Bending or Hot Bending
1.5.8 Connecting to Steel Castings
1.6 Other Considerations [Go to Page]
1.6.1 Galvanizing and Metalizing
1.6.2 Notch Toughness
1.6.3 Internal Corrosion and Freezing
1.6.4 Fire Protection
Chapter 2 Limit States for HSS Connections [Go to Page]
2.1 Evolution of HSS Connection Design in the AISC Specification
2.2 Strength vs. Deformation Limit States
2.3 Limit State of Wall Plastification [Go to Page]
2.3.1 Yield-Line Theory
2.3.2 Rectangular HSS Chord T-, Y-, and Cross‑Connections
2.3.3 Rectangular HSS Chord K-Connections
2.3.4 Round HSS Chord Connections
2.4 Limit State of Shear Yielding (Punching Shear) [Go to Page]
2.4.1 Rectangular HSS Chord Connections
2.4.2 Round HSS Chord Connections
2.5 Limit State of Local Yielding of Branch Due to Uneven Load Distribution
2.6 Limit State of Local Yielding of Chord Side Walls
2.7 Limit State of Local Crippling of Chord Side Walls
2.8 Limit State of Buckling of Chord Side Walls
2.9 Limit State of Shearing of Chord Cross Section
2.10 Limit State of Local Buckling of Chord Connecting Face
2.11 Limit State of Shear Yielding of Overlapped Branches
2.12 Limit State of Chord Distortional Failure
2.13 Design Outside the Limits of Applicability
Chapter 3 Welding [Go to Page]
3.1 Types of HSS Welds [Go to Page]
3.1.1 Fillet Welds
3.1.2 PJP Groove Welds
3.1.3 PJP Groove Welds Reinforced with Fillet Welds
3.1.4 Flare-Bevel and Flare-V Groove Welds
3.1.5 CJP Groove Welds
3.2 Weld Inspection
3.3 Cutting and Welding Overlapping Hollow Sections
3.4 Fillet Welds in Shear Connections
3.5 Weld Effective Lengths [Go to Page]
3.5.1 Welds of Plates and Branches to Rectangular HSS
3.5.2 Welds between Round HSS
3.6 Welded Joint Design Examples [Go to Page]
Example 3.1—Skewed Fillet Welds
Example 3.2—Fillet Weld Size in Shear Connection
Example 3.3—Transverse Weld to a Square or Rectangular HSS
Example 3.4—Welds to a Rectangular HSS Overlapped K-Connection Using Effective Lengths
Example 3.5—Welds to a Rectangular HSS Overlapped K-Connection to Develop Branch Capacity
Chapter 4 Mechanical Fasteners and Bolted Joints [Go to Page]
4.1 Bolted HSS Limit States [Go to Page]
4.1.1 Tension Pull-Out
4.1.2 HSS Wall Distortion
4.2 Fasteners in Shear
4.3 Fasteners in Tension [Go to Page]
4.3.1 Prying Action
4.4 Fasteners in Combined Shear and Tension
4.5 Other Mechanical Fasteners [Go to Page]
4.5.1 Through Bolts
4.5.2 Blind Bolts
4.5.3 Threaded Studs
4.5.4 Powder-Actuated Fasteners
4.5.5 Screws
4.6 Bolted Joint Design Examples [Go to Page]
Example 4.1— Through Bolts in Shear
Example 4.2—Threaded Studs in Tension
Example 4.3—Bolts in Tension
Chapter 5 Shear Connections [Go to Page]
5.1 Applicable Limit States [Go to Page]
5.1.1 Shear Yielding
5.1.2 Yield Line Mechanism
5.2 Wide-Flange Beam-to-HSS Column Connections [Go to Page]
5.2.1 Single-Plate Connections
5.2.2 Single-Angle Connections
5.2.3 Double-Angle Connections
5.2.4 WT Connections
5.2.5 Unstiffened Seat Connections
5.2.6 Stiffened Seat Connections
5.2.7 Through-Plate Connections
5.2.8 Shear Connections to Round HSS
5.3 High Shear Load Connections
5.4 HSS Beam-to-HSS Column Connections
5.5 Shear Connection Design Examples [Go to Page]
Example 5.1—Single Plate-to-HSS Connection
Example 5.2—Double Angle-to-Narrow HSS Connection
Example 5.3—Through Plate-to-HSS Connection
Chapter 6 Moment Connections [Go to Page]
6.1 Continuous Beam Over HSS Column
6.2 External Diaphragm Plate (Cut-Out Plate) Flange-Plated
6.3 Welded Tee Flange
6.4 Directly Welded
6.5 Through-Plate Flange-Plated
6.6 Internal Diaphragm Plate
6.7 Moment Connection Design Examples [Go to Page]
EXAMPLE 6.1—Beam over HSS Column Connection
EXAMPLE 6.2—External Diaphragm Plate (Cut-Out Plate) Flange-Plated Connection
EXAMPLE 6.3—Directly Welded Connection
EXAMPLE 6.4—Through-Plate Flange-Plated Connection
EXAMPLE 6.5—Welded WT Flange Connection
Chapter 7 Tension and Compression Connections [Go to Page]
7.1 End-Tee Connections
7.2 Slotted HSS-to-Gusset Plate Connections
7.3 End-Plate Connections [Go to Page]
7.3.1 End Plate on Round HSS
7.3.2 End Plate on Rectangular HSS with Bolts on Four Sides
7.3.3 End Plate on Rectangular HSS with Bolts on Two Sides
7.4 Sandwich Gusset Plates
7.5 Tension and Compression Connection Design Examples [Go to Page]
EXAMPLE 7.1—End-Tee Connection
EXAMPLE 7.2—Slotted Round HSS-to-Gusset Plate Connection
EXAMPLE 7.3—End Plate on Round HSS Connection
EXAMPLE 7.4—End Plate on Rectangular HSS Connection (Bolts on Four Sides)
Chapter 8 Line Loads and Concentrated Forces on HSS [Go to Page]
8.1 Scope And Basis
8.2 Limit States [Go to Page]
8.2.1 Branch Plates-to-Round HSS
8.2.2 Branch Plates-to-Rectangular HSS
8.2.3 Through Plates-to-Round HSS
8.2.4 Through Plates and Stiffened Plates to Rectangular HSS
8.3 Branch-Plate and Through-Plate Connection Available Strength Tables
8.4 Cap-Plate Connections [Go to Page]
8.4.1 Closure of an Open End
8.4.2 Axial Compression or Tension on a Cap Plate from a Tee-Stub
8.4.3 Compression on a Cap Plate from a Beam, Girder, or Joist
8.5 Line Load Connection Design Examples [Go to Page]
EXAMPLE 8.1—Longitudinal Branch-Plate/Through-Plate Connection with Rectangular HSS
EXAMPLE 8.2—Wide-Flange Beam-to-Round HSS Column Moment Connection
EXAMPLE 8.3—Transverse Branch-Plate Connection with Rectangular HSS
Chapter 9 HSS-to-HSS Truss Connections [Go to Page]
9.1 Scope and Basis
9.2 Notation, Terminology, and Limit States [Go to Page]
9.2.1 Gap, Overlap, and Eccentricity in K-Connections
9.2.2 Limit States
9.3 Connection Classification
9.4 Truss Modeling and Member Design
9.5 Round HSS Branches to a Rectangular HSS Chord
9.6 KT-Connections [Go to Page]
9.6.1 Methods of Analysis
9.7 HSS-to-HSS Truss Connection Available Strength Tables
9.8 Multi-Planar Connections [Go to Page]
9.8.1 XX-Connection Design
9.8.2 KK-Connection Design
9.8.3 Fabrication Aspects with KK-Connections
9.9 Truss Connection Design Examples [Go to Page]
EXAMPLE 9.1—Y-Connection with Round HSS
EXAMPLE 9.2—Overlapped K-Connection with Round HSS
EXAMPLE 9.3—Cross-Connection with Rectangular HSS
EXAMPLE 9.4—Overlapped K-Connection with Rectangular HSS
EXAMPLE 9.5—Gapped K-Connection with Square HSS and Unbalanced Branch Loads
EXAMPLE 9.6—Overlapped KT-Connection with Square HSS
Chapter 10 HSS-to-HSS Moment Connections [Go to Page]
10.1 Scope and Basis [Go to Page]
10.1.1 Vierendeel Connections
10.2 Limit States [Go to Page]
10.2.1 In-Plane Bending of Branch(es)
10.2.2 Out-of-Plane Bending of Branch(es)
10.3 HSS-to-HSS Moment Connection Available Strength Tables
10.4 HSS-to-HSS Moment Connection Design Examples [Go to Page]
EXAMPLE 10.1—Cross-Connection with Round HSS under Branch In-Plane Bending
EXAMPLE 10.2—Vierendeel Connection with Square HSS under Branch In-Plane Bending
EXAMPLE 10.3—Cross-Connection with Rectangular HSS under Branch Out-of-Plane Bending
EXAMPLE 10.4—T-Connection with Rectangular HSS under Branch Out-of-Plane Bending
Symbols
References
Back Cover [Go to Page]

Email *
Password *
Confirm *
First Name *
Last Name *
Title
Company Name *
Company Size *
Industry *
Address *
Address 2
City *
State *	Zip *
Country *
Phone *
How did you hear about MADCAD.com? *

Report To Us

Contact us for a custom quote

⨯To continue with accurate pricing,
please select your company type below:

⨯We need your input!

⨯ We need your input!

⨯We need your input!

⨯We need your input!

Cart Warning

Design Guide 24: Hollow Structural Section Connections (Second Edition), 2024

MADCAD.com Free Trial

Username:
Password:

Report To Us

Contact us for a custom quote

⨯To continue with accurate pricing, please select your company type below:

⨯We need your input!

⨯ We need your input!

⨯We need your input!

⨯We need your input!

Cart Warning

Design Guide 24: Hollow Structural Section Connections (Second Edition), 2024

MADCAD.com Free Trial

⨯To continue with accurate pricing,
please select your company type below: