Size fillet welds connecting a steel column to base plate for axial load and moment per AISC Design Guide 1
Input Parameters
Results
--
Eccentricity e = M/P
in
--
Flange Weld Force
kips
--
Required Weld Size
in
--
Connection Capacity
kips
Note: Per AISC Design Guide 1. For large moments, consider CJP groove welds at flanges. Weld sized for combined axial plus flexural demand on tension flange.
Reference
AISC Design Guide 1 - Base Plate and Anchor Rod Design
Flange force: Ff = Mu/(d-tf) + Pu/2
Fillet weld capacity: phi*Rn = 0.75*0.6*FEXX*0.707*w per inch
Min weld sizes per AISC Table J2.4
E70XX electrodes assumed (FEXX = 70 ksi)