Excerpt from Properties of Steel Sections: A Reference Book for Structural Engineers and Architects; Including Tables of Moments of Inertia and Radii of Gyration of Built Sections, Examples of Sections Selected From Monumental Structures, Unit Stresses, Safe Loads for Columns, Plate Girder Design

Common usage will account for the appearance Of some of these sections.

Properties of patented sections are omitted. They may be Obtained by applying. To the manufacturer.

Where possible all controverted points have been avoided. There is a diversity of practice as to how much the back to back of angles should exceed the width of the plate for plate girders and columns, the practice being about equally divided between 1 and The author has used 1 for all sections with less than 42 plates, since this is on the safe side for those using i. Where cover plates are not used, it is un necessary to chip the web plate, and it is seldom necessary to chip Where cover plates are used unless it be for very long web plates.

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