Allowable Bending Stress in Plate
Allowable Bending Stress in Plate
(OP)
AISC - ASD 9th Ed. allows a stress increase for weak-axis bending in plates of 25% (or .75 Fy, Eq. F2-1). Is there a similar increase in the AASHTO code? This is regarding bending in a base/bearing plate. Thanks.





RE: Allowable Bending Stress in Plate
RE: Allowable Bending Stress in Plate
Thanks.