Printed as the connection title on the page and the .docx report.
All 289 W-shapes, AISC Shapes Database v16.0. Web thickness and depth come from the database — A992 assumed.
Thickness of the supporting flange or wall the plate welds to. Checked against Manual Eq. 9-6 (A992 assumed).
Conventional configuration caps t at db/2 + 1/16.
Group 120: A325-class. Group 150: A490-class. (Table J3.2)
Included in / excluded from the shear plane.
Minimum 2-2/3·db per J3.4.
Minimum 2·db (DE II.A-17A check) and Table J3.4.
Eccentricity e = a/2 = — in (conventional configuration). V1 scope: a ≤ 3.5 in.
Two-sided fillet, E70 electrodes. Minimum 5/8·t of the plate.