A 10-section interactive guide drawn from the applied side of structural practice: steel-frame load paths and ASCE 7-22 combinations, a real field misfabrication and connection-repair case, anchor bolt and shear-stud embedment design, a full seismic retrofit case study of an unreinforced masonry school, and a practical materials-selection comparison across steel, concrete, timber, and masonry. This is the field-practice companion to the Structural Engineering Fundamentals guide — it does not repeat that guide’s worked design examples, and instead covers the code compliance, fabrication, repair, and retrofit decisions a practicing engineer makes around them.
Chapter 1 traces a steel frame’s gravity and wind load path through to its ASCE 7-22 load combinations and the hand-check-to-computer-model workflow. Chapter 2 walks through a real field misfabrication — bolt holes drilled out of position during erection — and the connection-repair options an Engineer of Record actually weighs. Chapter 3 covers anchor bolt and shear-stud embedment design: the concrete-side limit states (breakout, pullout, side-face blowout, pryout) that usually govern before the fastener’s own steel strength does. Chapter 4 is a complete seismic retrofit case study of a 1950s masonry school — material testing, an FRP-and-steel-braced-frame strengthening scheme, and nonlinear verification. Chapter 5 compares steel, concrete, timber, and masonry side by side on strength, ductility, and cost to frame material-selection decisions.
Use the Prev / Next buttons at the bottom, or press the arrow keys on your keyboard. Click the ☰ menu button in the top-right to open the table of contents and jump to any section. Each chapter’s reference figure follows immediately after its text as its own dedicated slide, sized to keep labels and dimensions legible.
Structural EITs and PEs who want the field-practice and case-study side of the discipline — fabrication tolerances, connection repair, embedment design, and retrofit case studies — alongside (not instead of) worked numerical design examples; and engineering students who want to see how code-based theory plays out in real construction and rehabilitation decisions.
Five chapters: steel-frame gravity/wind load paths and ASCE 7-22 combinations, a field misfabrication and connection-repair case study, anchor bolt and shear-stud embedment design, a full seismic retrofit case study of a masonry school, and a steel/concrete/timber/masonry material-selection comparison.
The Fundamentals guide is theory-first: it walks through worked numerical design examples — retaining walls, footings, columns, trusses — step by step. This guide is practice-first: it covers the code-compliance, fabrication, connection-repair, retrofit, and material-selection decisions a practicing engineer makes around those designs, without repeating the same worked examples or figures.
Design drawings show intent; shop drawings show what actually gets built, and field conditions sometimes deviate from both. Knowing which repairs are acceptable — and why a plug-weld-and-redrill was rejected in favor of a field-welded reinforcing plate in this guide’s case study — is a real Engineer-of-Record decision, not an academic exercise.
Concrete-side limit states usually govern before the bolt or stud’s own steel strength does: concrete breakout, pullout, side-face blowout near an edge, and pryout in shear, per ACI 318-19 Chapter 17, plus group and edge-distance effects that reduce capacity when fasteners are placed too close together or too close to a free edge.
In-situ mortar shove tests and ASTM C140 masonry prism cores established real material properties; bonded GFRP wraps per ACI 440.7R, supplemental steel braced frames, and new diaphragm-to-wall ties made up the strengthening scheme; and a nonlinear time-history analysis with site-specific ground motions verified reduced drift and rocking response.
Disclaimer: This guide is provided for educational and informational purposes only. It is not a substitute for a sealed structural engineering design. Every example, figure, and rule of thumb is simplified for instructional clarity and has not been independently sealed by a Professional Engineer of Record for any specific project. Always consult the current adopted building code and a licensed Professional Engineer in the relevant jurisdiction before using any of this information for an actual project.