WSTI has prepared the following technical bulletins to share some of its know-how about wood products:
00-01 Growth Ring Orientation of Laminations Adjacent to Reinforcement in FiRP® Reinforced Glulam Beams | |
00-02 Recommended Spacing of Common and Box Nails | |
00-03 Calculation of Stress in Reinforcement and Minimum Percent Reinforcement by Cross Section of Tension-Only FiRP® Reinforced Glulam Beams | |
00-04 Calculation of Radial Stresses in FiRP® Reinforced Glulam Beams | |
00-05 Iteration of Beam Stability Factor to Determine Moment Capacity of FiRP® Reinforced Glulam Beams | |
00-06 Determining the Effective Column Length for Compression Members | |
00-07 (revised Nov. 2, 2001) Determination of Reinforcement Cut-Off Points and Minimum Reinforcement Ratios | |
00-08 Shear Design of FiRP® Reinforced Glulam Beams - Load Side | |
00-09 Camber for
FiRP® Reinforced Glulam Beams | |
01-01 FJQ Value for FiRP® Reinforced Glulams without Finger Joints in the Tension Zone | |
01-02 Manufacturing Tips for
FiRP® Reinforced Glulam Beams | |
03-01 Grading Requirements for FiRP® Grade Laminations | |
03-02 Grading Requirements for FiRP® Combination #104 | |
03-03 Grading Requirements for FiRP® Combination #105 |
In addition, WSTI is listing technical bulletins prepared by other companies willing to share information on this broad topic (the name of the company will appear on the downloaded bulletin):
03-1 Glulam Checking |