Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Northridge EQ and Wood

[Subject Prev][Subject Next][Thread Prev][Thread Next]

The 11/94 SEAOSC seminar on the joint COLA/SEAOSC Task Force for
the Northridge EQ has some of the information you seek. Contact Don
Gilbert @ 562-908-6131 for a copy. 

The City did not study the difference between prescriptive and
engineered designs. Whether or not engineered structures do better has
a lot to do with the quality of construction. We accept that engineered
structures will do better when properly designed and constructed.

Problems that occurred with sill plate anchor bolts were:

1. Lack of proper embedment due to use of the two-pour foundation
system  (footings first, then slab).
2. Horizontal misplacement causing improper edge distance in the wood 
usually at interior walls.
3.  Vertical misplacement  (out of plumb) causing oversized holes in the
sill plate.

Tie-down (holdown) connectors had the following problems:

1. Oversized bolt holes in the end stud(s) / post.
2. Excessive elongation of the connector causing cross-grain failure of
the sill plate and panel buckling.
3. Loosening of the connection due to wood shrinkage.
4.Horizontal misalignment of the tension bolt causing improper edge
distance in the end stud(s) / post.
5. Insufficient embedment/ edge distance for the tension anchor bolt.

Also, long shear walls with little to no overturning had split sill plates.

Hope this helps,

Tim McCormick, P.E.
City of Los Angeles
Department of Building & Safety