A method developed for the hand calculation of drift in a staggered-truss building is presented. The accuracy of the method, which was verified through finite-element computer analysis of a building is shown to be good. A design example is presented in detail to illustrate the application of the calculation method. Also, details of calculating resistance to the overturning moment from wind are reviewed.
CITATION STYLE
Leffler, R. E. (1983). CALCULATION OF WIND DRIFT IN STAGGERED-TRUSS BUILDINGS. Engineering Journal, 20(1), 1–28. https://doi.org/10.62913/engj.v20i1.391
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