Architectural Iron Work: A Practical Work for Iron Workers, Architects, and Engineers, and All Whose Trade, Profession, or Business Connects Them with Architectural Iron Work, Showing the Organization and Mechanical and Financial Management of a Foundry a
Architectural Iron Work: A Practical Work for Iron Workers, Architects, and Engineers, and All Whose Trade, Profession, or Business Connects Them with Architectural Iron Work, Showing the Organization and Mechanical and Financial Management of a Foundry a
This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1876 Excerpt: ...section. The smaller or counter-balance rods ought to be made strong enough to resist strains induced by wind pressure on one side of the roof only--the other half being unloaded. Lateral braces, as in Fig. 11, should be provided in each end panel of straight roofs, as well to secure the roof during erection as to ...
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This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1876 Excerpt: ...section. The smaller or counter-balance rods ought to be made strong enough to resist strains induced by wind pressure on one side of the roof only--the other half being unloaded. Lateral braces, as in Fig. 11, should be provided in each end panel of straight roofs, as well to secure the roof during erection as to provide an abutment that will uphold the whole in case of fire or accident. From the panels so braced, tie rods run to each of the other rafters, and, with the purloins, unite the roof into a firm and compact whole. The gable walls are sometimes used to anchor the end rods into, but the method shown in the figure is that which is generally preferred. Main rafters may be spaced from four to twenty feet apart, the spacing being regulated by the size of the purlin, and this again by the material used for covering. For slate on iron purlins a convenient spacing is about eight feet between centres of rafters, the angle iron purlins being put at seven to fourteen inches apart, according to the size of the.slate used, and notched at the ends into the flanges of the rafters. They are held in place by tie rods that reach from rafter to rafter the entire length of the building, three or four rows of these rods being placed between peak and heel, at from six to eight feet intervals. On the iron purlins the slate is laid directly and held down by copper or lead nails, clinched around the angle bar, as shown in Fig. 12. Fig. 12.--Purlins. 'When greater intervals are used in spacing rafters, the purlins may be light beams fastened on top or against the sides of the principals with brackets, --allowance always being made for longitudinal expansion of the iron by changes of temperature. On these purlins are fastened wooden jack rafters, carrying the sheathing boar...
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