Edward Godfrey opens his 1910 paper with a provocative analogy: reinforced concrete engineers, he argues, follow rules as illogical as the bloodletting practices abandoned by physicians. The first figure he presents—a sharp bend in a reinforcing rod—is immediately criticized as a structural weak point, resembling a hog-chain around a queen-post. This sets the tone for a work that is less a textbook and more a polemic aimed at reforming design conventions.

The paper, published in the American Society of Civil Engineers Transactions, includes discussion by 16 engineers, making it a record of professional debate. Readers should note that Godfrey’s arguments are supported by specific test data, such as a beam loaded to 600 lb per sq ft with measured deflection, and by references to diagrams like Plate III. The excerpts reveal a writer who values logical consistency over established practice.

The Bloodletting Analogy and the Purpose of Criticism

Godfrey begins by comparing reinforced concrete design rules to the medical practice of bloodletting, which was once guided by logical-seeming rules but later abandoned. He states that his purpose is to show that current engineering rules are no more logical. This analogy frames the entire paper as a critique of unexamined conventions. He defends destructive criticism as necessary for reform, arguing that pointing out errors is more valuable than praising existing methods. The opening paragraphs establish a combative yet reasoned tone, inviting readers to question received wisdom.

Sharp Bends and the Hog-Chain Problem

The first technical point concerns sharp bends in reinforcing rods. Godfrey illustrates this with Fig. 1, which shows a rod bent at a sharp angle, a design he claims is held out as a model in nearly all books. He compares the bend to a hog-chain or truss-rod around a queen-post, suggesting it creates a weak condition. The excerpts do not reveal his full alternative, but the discussion later emphasizes a catenary curve alignment for steel. This section shows Godfrey’s method: using a simple diagram to challenge a widespread practice.

A Test Beam: Bond Failure Without Structural Collapse

Godfrey recounts an experience where a beam’s forms were removed to reveal poor concrete grip on the steel. Despite this, the beam carried three times the live load (450 lb per sq ft) with only 5/16 in deflection over 20 ft. When loaded to 600 lb per sq ft, no further deflection or cracking occurred. The beam recovered most deflection after unloading and remained sound after three years. This anecdote supports his argument that bond is not always critical if steel is placed in a catenary curve with end anchorage. The test demonstrates his reliance on empirical evidence.

End Anchorage and the Catenary Curve Ideal

Godfrey advocates for steel placement that approximates a catenary curve, with end anchorage achieved by bending bars up at quarter points and carrying them across supports. He notes that in slabs this can be done by elevating bars to droop naturally, while in beams it requires bending up horizontal steel. He dismisses threaded ends with nuts as seldom necessary, preferring double reverse bends as shown in Plate III. The goal is to develop steel throughout its embedment and reduce dependence on bond, making the structure proof against cracking.

Godfrey’s paper is best read as a series of provocations backed by specific examples. Readers should pay attention to the figures and plates referenced, as they are central to his arguments. The discussion by other engineers, included in the full text, offers counterpoints that reveal the state of the field in 1910. This is not a comprehensive design manual but a focused critique that rewards careful attention to its logical structure and empirical claims.