The APA Publications Index, Form B300 NN, has been updated. The revised 2008 index provides a complete listing of APA design and construction guides, product guides, builder tips, case histories, industrial publications and other materials available from the Association.
Join APA's knowledgeable engineered wood specialists for an informative webinar, Design Low-Rise Structures and K-12 with Wood, October 25 at 2 p.m. EDT.
APA just issued the 2007 Engineered Wood Construction Guide, the major reference manual for using engineered wood products in residential and commercial construction.
Question: It is my understanding that glulam beams have a definite top and bottom, based on the camber which is marked, but that laminated veneer lumber (LVL) can be installed either way, regardless of the orientation of the lettering, because LVL has no camber.
The bending stiffness of a structural member is the capacity to resist deflection and is represented in equations as EI. The E is the modulus of elasticity of the material making up the structural member and the I is the moment of inertia of the cross section of the structural member.
When determining true (Shear-Free) and apparent modulus of elasticity, what are the differences in the test methods used? And what do the results mean to an engineer?
Every application where solid sawn lumber is used in conjunction with engineered wood must be looked at very carefully with respect to the material’s moisture content at the time of construction. The safest alternative is to not mix engineered wood with solid sawn lumber in any situation where load sharing might be an issue.
