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Parsways Structural Engineering Blog


Third-Party Structural Review in Ontario
A third-party structural review in Ontario is an independent technical assessment of structural design documents prepared by another engineer. The purpose is to verify compliance with the Ontario Building Code (OBC – current edition) , referenced CSA standards, and accepted engineering practice. This process is commonly required for complex, high-risk, or unconventional structures. Municipal building officials, project owners, insurers, or peer engineers may request it. Regu
Negin Amani
Mar 23 min read


PSR Requirements for Pallet Racking Systems in Ontario Warehouses
In Ontario warehouses, when installing or changing industrial pallet racks, a Pre-Start Health & Safety Review (PSR) may be required. This applies when racks are new or significantly modified and could pose a safety risk if they fail. Typically, this requirement applies when the racking system adds significant weight, requires anchoring, or affects stability. A licensed Professional Engineer (P.Eng.) must complete and sign off on the review when required, providing the P.Eng
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Feb 253 min read


Structural Engineering Site Inspections in Ontario: What Contractors Need to Know
In Ontario construction projects, a structural engineer site inspection may be required as part of the permit process. In practice, this is the engineer’s “general review” site visit—an on-site observation to confirm that the work observed is generally consistent with the sealed drawings and the Ontario Building Code (OBC). These inspections are not general quality checks; they are targeted engineering reviews tied to specific structural elements. For contractors, understandi
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Feb 173 min read


Mortise and Tenon Joints: Structural Design Considerations
Mortise and tenon joints are among the earliest forms of timber connections still encountered in contemporary structural engineering practice. Today, the mortise and tenon joint is most commonly reviewed by structural engineers as part of renovation projects, porch framing, or architecturally exposed timber assemblies in Ontario. From an engineering perspective, these joints are evaluated as load-carrying connections with specific behavioural limits, rather than as traditi
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Feb 93 min read


Timber Grades and Species in Canada: A Structural Design Overview
Timber grades Canada play a central role in how wood members are selected and evaluated for structural use in Ontario. In structural engineering, timber is not treated as a uniform material; its performance depends on both the species of wood and the grade assigned through standardized timber grading systems. In Ontario renovations and structural alterations, understanding these distinctions is essential for predictable load paths, acceptable deflection behaviour, and complia
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Feb 23 min read


Flitch Plate Beams: Structural Behaviour and Design Considerations
Flitch plate beams are composite members that combine timber and steel to increase bending capacity without increasing beam depth. In Ontario renovations and structural alterations, they are often considered where architectural constraints or headroom limits make all-wood beams impractical, while steel-only solutions may be difficult to install or integrate. A flitch plate beam is not simply a stronger piece of wood. Its performance depends on effective composite action betw
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Jan 263 min read


Class A and Class B Lap Splices in Reinforced Concrete Design
In reinforced concrete design, lap splices are not a drafting formality. They are a force-transfer mechanism . A lap splice allows tensile force to pass from one reinforcing bar, through the surrounding concrete, and into the adjacent bar. Its performance depends on bond behaviour , detailing, and how forces are distributed within the section. CSA A23.3 addresses this behaviour by classifying tension lap splices as Class A or Class B . These classes do not describe construct
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Jan 193 min read


Concrete Exposure Classes in Structural Design
In structural concrete design, durability is defined , not assumed. CSA A23.1 addresses durability through concrete exposure classes , which link concrete performance requirements to the environmental conditions an element is expected to experience over its service life. Exposure classes are not a measure of concrete “quality” or strength. They reflect an engineering assessment of environmental risk —moisture, freeze–thaw cycling, and potential chloride access. If exposure is
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Jan 73 min read


U-Fill vs Lean Concrete in Ontario: Applications, Properties & Selection Guide
Understanding when to use U-Fill ( Controlled Low-Strength Material / Flowable Fill) versus Lean Concrete helps engineers, contractors, and project managers choose the right material for trench backfilling, sub-bases, bedding, or void filling in Ontario projects. This comparison covers properties, typical uses, performance differences, and practical considerations from a structural engineering perspective. What Is U-Fill (Flowable Fill / CLSM)? U-Fill — also called flow
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Dec 31, 20253 min read


C-2 Concrete for Residential Underpinning in Ontario
Residential underpinning is often treated as “mass concrete,” but durability is primarily an exposure issue . In concrete foundation underpinning , tight access, segmented pours, and variable curing conditions mean small field adjustments can significantly affect long-term performance. When underpinning is adjacent to a driveway, de-icing salts and surface runoff can introduce chlorides at construction joints near grade. This shifts the focus from strength alone to durabil
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Dec 24, 20253 min read


Air-Content Test for Concrete in Ontario: A Practical Guide to Durability and Quality Control
The freeze–thaw climate across Ontario makes durability just as critical as strength. Even well-designed concrete can deteriorate early if it lacks the right amount of entrained air . The air content test for concrete is the primary field check engineers use to verify that fresh concrete is suitable for exterior slabs, driveways, foundations, and other elements exposed to moisture and freezing. This article explains how the test works, why it matters, and what acceptable resu
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Dec 17, 20253 min read


Groundwater Table Impact on Footing Design in Ontario Construction
When planning a residential addition, commercial renovation, or new industrial building, most of the attention naturally goes to the visible structure. However, one of the most influential factors affecting long-term performance lies underground: the groundwater table. Understanding how groundwater behaves is essential for designing footings that remain safe, durable, and compliant with Ontario engineering standards. 1. What Is the Ground Water Table ? The groundwater table
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Dec 10, 20253 min read


What Are the Essential Concrete Testing Methods in Ontario?
Concrete is a key material in foundations, slabs, and structural elements. In Ontario’s climate—with frequent freeze–thaw cycles and rapid temperature changes—verifying concrete quality is essential to ensure long-term performance. Concrete testing methods confirm that both fresh and hardened concrete meet required strength, durability, and code standards under OBC and CSA A23.1/A23.2. Why Concrete Testing Matters Even small variations in mix proportions, temperature, or pl
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Dec 4, 20253 min read


Bearing-Type vs. Slip-Critical Bolted Connections: Key Differences in Design and Application
Bolted steel connections are crucial in determining how structures respond to various loads, from everyday gravity to wind, vibration, and seismic activity. In Ontario’s industrial and commercial sectors, the choice between Bearing-Type and Slip-Critical connections is more than a matter of preference; it significantly influences structural performance, installation costs, and long-term durability. Both systems are accepted under CSA S16 (Design of Steel Structures) , but
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Nov 26, 20254 min read


What is a Pre-Start Health and Safety Review (PSR) in Ontario?
A Pre-Start Health and Safety Review (PSR) is an engineering review required under Ontario’s Occupational Health and Safety Act (OHSA), Regulation 851. It ensures that new or modified structures, racking systems, and industrial setups are safe, compliant, and structurally sound before use. In simple terms, a PSR is a proactive engineering process that confirms everything is designed and built to perform safely before the system is put into service. When Is a PSR Required? A P
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Nov 19, 20252 min read


Removing the Middle Post: A Structural Engineer’s Solution to Open Concepts
Don't risk structural integrity. See how professional structural engineers provide safe, effective solutions for removing load-bearing posts in Ontario.
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Nov 12, 20253 min read


Angle of Repose: A Structural Perspective on Ontario Footing Design
The Angle of Repose (AoR) is the natural slope at which loose soil or granular material stays stable without sliding. Though it isn’t a formal design parameter, it provides engineers with a quick visual indicator of how soil behaves on-site—especially useful before lab or geotechnical data is available.
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Nov 5, 20252 min read


Air-Entrained Concrete in Ontario: Essential OBC Requirements for Durability
Air-entrainment is a critical technical and legal requirement under the OBC 2024/2025 for concrete structures in Ontario.
Yousef Davari
Oct 29, 20252 min read


Ontario Building Code 2025: Structural Updates & Compliance Guide
Navigating the Ontario Building Code 2025 doesn’t have to be daunting. Key takeaways include understanding which projects require permits, following updated structural and energy standards, and consulting professionals for complex projects.
Yousef Davari
Oct 15, 20253 min read


Non-Shrink Grout in Ontario: Structural Uses & OBC Compliance
Choosing and correctly applying non-shrink cementitious grout is a technical decision that directly impacts the safety and longevity of your construction project.
Hoda Rajaeizadeh
Oct 13, 20252 min read
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