Length effect in structural wood members like traditional solid sawn lumber
, glulam beams, and structural composite lumber, has been recognized for ma
ny years. Length effect methodology for composite wood I-joists is not pres
ently included in the American Society for Testing and Materials (ASTM) Sta
ndard specification for establishing and monitoring structural capacities o
f prefabricated wood I-joists (D 5055). These I-joists use either structura
l composite lumber or solid sawn lumber for flange material. When necessary
, flanges are finger-jointed to obtain long lengths. This paper proposes a
methodology to compute the effect of length for composite I-joists using ei
ther un-jointed or finger-jointed flange material. The theory is based on t
he Weibull weak-link statistics. The effects are easily calculated and exam
ples are presented. The theoretical results are compared to experimental da
ta from two independent studies. The close agreement between theory and dat
a is demonstrated. This methodology has been proposed for implementation in
ASTM D 5055 and is currently being reviewed by committee.