Hickory
Structural
- Oct 13, 2011
- 9
It looks to me like the baseline design values for wood compression perpendicular to the grain are way too high. For white oak dimension lumber, for example, the design value is 800 psi (American Wood Council: Design Values for Joists and Rafters, 2005 edition, pg. 18), whereas the elastic limit found by testing small samples of clear wood is 1073 psi (Wood Handbook, pg. 4-11). This means that an implicit safety factor of SF = 1073/800 = 1.34 is hidden in the design values table. Back in the old days, however, the safety factors applied in such situations were never less than 4, and the use of 5, 6, or more was not unusual. (See
If we are going to take decisions about safety factors out of the hands of the engineer on the scene who is familiar with the details of the situation and place them in the hands of people in a smoke filled room thousands of miles away, shouldn't those people at least acknowledge their lack of on-the-scene information by using implicit safety factors that fall at the high end of the traditional range, rather than choosing values that fall far below the bottom of that range?
Can anybody provide a rationale for what is going on here? Is safety no longer a concern in what passes for structural engineering nowadays?
If we are going to take decisions about safety factors out of the hands of the engineer on the scene who is familiar with the details of the situation and place them in the hands of people in a smoke filled room thousands of miles away, shouldn't those people at least acknowledge their lack of on-the-scene information by using implicit safety factors that fall at the high end of the traditional range, rather than choosing values that fall far below the bottom of that range?
Can anybody provide a rationale for what is going on here? Is safety no longer a concern in what passes for structural engineering nowadays?