Abstract
The system is a new concept in structural steel framing for high rise buildings, and consists of a series of storyhigh trusses spanning the total width between two rows of exterior columns. The system was developed to achieve a more efficient structural frame to resist wind loads and at the same time provide versatility of floor layout with large column- free areas. The theory and design requirements for each structural component are discussed.
Cite
CITATION STYLE
APA
SCALZI JB. (1971). Staggered truss system. Structural considerations. Eng J Amer Inst Steel Constr, 8(4), 138–143. https://doi.org/10.62913/engj.v8i4.171
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