Structural Steel Design and Construction

Allowable Stress Design, Welded Connections, Load Paths, and Code-Compliant Framing MethodsBy Nathaniel Kessler
Listen with Sir Michael Caine™ and 1,000+ voices
Length14h 57m

About this audiobook

A steel member is only as good as the connection that delivers load into it. This book keeps both in view. Structural steel design is not a collection of isolated member checks. It is a continuous chain of decisions that begins with load paths and ends with fabrication and inspection. This book follows that chain from start to finish, showing how allowable stress design (ASD) fits within the broader landscape of modern steel design and how it relates to load and resistance factor design (LRFD). You will trace loads through a frame, size tension members against shear lag and block shear, check columns for flexural and local buckling, and design beams against lateral-torsional buckling using real bracing spacing. Every chapter connects the equations to the physical steel that must be cut, welded, bolted, erected, and inspected. Connection design receives extended treatment because connections govern the performance of the entire frame. You will work through bolted joints and slip-critical behaviour, fillet and groove weld sizing, weld symbols, shear tabs, end plates, and gusset plates. Later chapters address composite beams, braced and moment frames, base plates and anchorage, erection stability, and the fabrication and inspection details that decide whether the design gets built as drawn. The result is a practical reference that bridges analysis, code compliance, and constructability. What you will learn: • How structural steel moves from design office to fabrication shop to erected frame • How to trace gravity and lateral loads through complete load paths • How to apply allowable stress design and relate it to load and resistance factor design • How to size tension members against shear lag and block shear • How to check compression members for flexural and local buckling • How to design beams for lateral-torsional buckling with realistic bracing spacing • How to detail bolted and welded connections, including slip-critical joints and weld symbols • How to design shear and moment connections, composite beams, and lateral systems • How to handle base plates, anchorage, erection stability, fabrication, inspection, and protection This book is written for structural engineers, steel detailers, fabricators, and engineering students who need a clear, code-compliant guide to steel design and construction. Whether you are preparing calculations for a building project, checking shop drawings, or studying for a structural engineering course, the chapters provide the methods and context to design steel frames that perform as intended and can be built efficiently.

Audiobook details

GenreTechnology
Length14 hrs 57 mins
Narrated byListen with 1,000+ voices
FormateBook with Audio
Publish dateSep 27, 2026
LanguageEnglish

Table of contents

1Structural Steel Design and Construction
2Foreword
3Preface
4About This Book
5Important Safety Notice
Show all chapters
6Chapter 1: Structural Steel and the Delivery Process
71.1 Steel as a Structural Material
81.2 Steel Grades and Product Forms
91.3 How Shapes Are Made and What the Mill Delivers
101.4 From Design Drawing to Shop Drawing
111.5 Fabrication, Delivery, and Erection Sequence
121.6 Roles, Responsibility, and the Safety Notice
13Chapter 2: Loads and Load Paths
142.1 Dead, Live, and Environmental Loads
152.2 Tributary Areas and Load Takeoff
162.3 Load Combinations and the Working-Stress View
172.4 Tracing Lateral Loads to the Foundation
182.5 Continuous Load Path and the Design Frame Used in This Book
19Chapter 3: Design Basis
203.1 Allowable Stress Design and Where the Safety Lives
213.2 Load and Resistance Factor Design and the Relationship Between Bases
223.3 Limit States, Strength, and Serviceability
233.4 Effective Length, Slenderness, and Stability as a Design Theme
243.5 Design Procedure, Documentation, and the Running Example’s Basis
25Chapter 4: Tension Members
264.1 Gross Section Yielding and the Allowable Tensile Stress
274.2 Net Section Fracture, Hole Layout, and Shear Lag
284.3 Block Shear and Other Rupture Limit States
294.4 Slenderness, Sag, and Detailing of Tension Members
30Chapter 5: Compression Members
315.1 Euler Buckling and the Column Curve
325.2 Effective Length Factors and Column Selection
335.3 Local Buckling and Width-Thickness Limits
345.4 Built-Up Members, Lacing, and Column Base Detailing
35Chapter 6: Beams in Bending
366.1 Flexure, Section Modulus, and Allowable Bending Stress
376.2 Lateral-Torsional Buckling and Bracing Spacing
386.3 Shear, Web Openings, and Concentrated Forces
396.4 Deflection, Camber, and Serviceability
40Chapter 7: Beam-Columns
417.1 Interaction Equations and Their Meaning
427.2 Second-Order Effects and Notional Loads
437.3 Bracing Requirements for Beam-Columns
447.4 Design Procedure for a Beam-Column
45Chapter 8: Bolted Connections
468.1 Bolt Grades, Hole Types, and Installation
478.2 Bearing-Type Connections: Shear, Bearing, and Tear-Out
488.3 Slip-Critical Connections and Pretensioned Joints
498.4 Spacing, Edge Distance, Block Shear, and Connection Layout
50Chapter 9: Welded Connections
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