shin25
Structural
- Jul 4, 2007
- 430
Can anybody direct me to a good foundation design resource for butler buildings? A pdf format will be greately appreciated.
I am mostly inetersted in how to combine the uplift forces in brace and column when brace rod is at the base of a column and will resist in plane wind from the perpendicular direction of the main frame (column and beams).
I am looking at a 90'X120' building with main frame (col and beam) along 120'. The side wall in one or the bays are braced.
I am mostly inetersted in how to combine the uplift forces in brace and column when brace rod is at the base of a column and will resist in plane wind from the perpendicular direction of the main frame (column and beams).
I am looking at a 90'X120' building with main frame (col and beam) along 120'. The side wall in one or the bays are braced.