fbaxley
Structural
- Feb 25, 2005
- 18
I'm calculating the thickness of a steel plate at the connection between a column and beam in a SMF which is classified as a Bolted Unstiffened End Plate (BUEP) connection. On page 3-47 of FEMA-350 they give an equation for plate thickness. In that equation I need to know "g". It says "g = is the bolt gage as defined in Figure 3-14" This doesn't make much since to me...I don't see any definition for "g" in fig. 3-14.
Can anyone help me?
thanks!!
Can anyone help me?
thanks!!