beams. I have a knife plate with holes pre-drilled welded/bolted to the
steel beam and then the glulam chord is slotted to fit over the knife
plate and bolted. What allowable values do I use from the NDS? The
knife plate is in the middle, so can I use the values for single shear
for a steel plate bolted to half the width of the glulam times 2 sides?
******* ****** ******* ******** ******* ******* ******* ***
* Read list FAQ at: http://www.seaint.org/list_FAQ.asp
*
* This email was sent to you via Structural Engineers
* Association of Southern California (SEAOSC) server. To
* subscribe (no fee) or UnSubscribe, please go to:
*
* http://www.seaint.org/sealist1.asp
*
* Questions to seaint-ad@seaint.org. Remember, any email you
* send to the list is public domain and may be re-posted
* without your permission. Make sure you visit our web
* site at: http://www.seaint.org
******* ****** ****** ****** ******* ****** ****** ********