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Building Design and Construction Handbook - Merritt - Ventech!

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8.56 SECTION EIGHT<br />

Many preengineered steel building suppliers are also able to modify their st<strong>and</strong>ard<br />

designs, within certain limits, while still retaining the efficiencies of predesign<br />

<strong>and</strong> automated volume fabrication. Examples of such modifications include the<br />

addition of cranes; mezzanines; heating, ventilating, <strong>and</strong> air-conditioning equipment;<br />

sprinklers; lighting; <strong>and</strong> ceiling loads with special building dimensions.<br />

Preengineered buildings make extensive use of cold-formed steel structural<br />

members. These lend themselves to mass production, <strong>and</strong> their designs can be more<br />

accurately fitted to the specific structural requirements. For instance, a roof purlin<br />

can be designed with the depth, moment of inertia, section modulus, <strong>and</strong> thickness<br />

required to carry the load, as opposed to picking the next higher size of st<strong>and</strong>ard<br />

hot-rolled shape, with more weight than required. Also, because this purlin is used<br />

on many buildings, the quantity justifies investment in automated equipment for<br />

forming <strong>and</strong> punching. This equipment is nevertheless flexible enough to permit a<br />

change of thickness or depth of section to produce similar purlins for other buildings.<br />

The engineers designing a line of preengineered buildings can, because of the<br />

repeated use of the design, justify spending additional design time refining <strong>and</strong><br />

optimizing the design. Most preengineered buildings are designed with the aid of<br />

computers. Their programs are specifically tailored to produce systems of such<br />

buildings. A rerun of a design to eliminate a few pounds of steel is justified, since<br />

the design will be used many times during the life of that building model.<br />

8.27 STRUCTURAL DESIGN OF<br />

PREENGINEERED BUILDINGS<br />

The buildings are designed for loading criteria in such a way that they may be<br />

specified to meet the geographical requirements of any location. Combinations of<br />

dead load, snow load, live load, <strong>and</strong> wind conform with requirements of several<br />

model building codes.<br />

St<strong>and</strong>ards in ‘‘Metal <strong>Building</strong> Systems,’’ Metal <strong>Building</strong> Manufacturers Association,<br />

1300 Sumner Ave., Clevel<strong>and</strong>, OH 44115 discuss methods of load application<br />

<strong>and</strong> maximum loading, for use where load requirements are not established<br />

by local building codes. Other appropriate design specifications include:<br />

Structural Steel. ‘‘Specification for Structural Steel <strong>Building</strong>s,’’ American Institute<br />

of Steel <strong>Construction</strong>, One East Wacker Dr., Chicago, IL 60601.<br />

Cold-Formed Steel. ‘‘Specification for the <strong>Design</strong> of Cold-Formed Steel Structural<br />

Members,’’ American Iron <strong>and</strong> Steel Institute, 1101 17th St., NW, Washington,<br />

DC 20036.<br />

Welding. ‘‘Structural Welding Code,’’ D1.3 <strong>and</strong> ‘‘Specification for Welding Sheet<br />

Steel in Structures,’’ D1.3, American Welding Society, 550 NW LeJeune Rd., Miami,<br />

FL 33152.<br />

The Systems <strong>Building</strong> Association promotes marketing of metal buildings <strong>and</strong><br />

is located at 28 Lowery Dr., P.O. Box 117, West Milton, OH 45383.

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