FormulasFormulas: Shear Strength of End Web Panels with $a / h \leq 3$ Considering Tension Field ActionPDF page 467 · AISC 360-22Formula 1 G2.3 Shear Strength of End Web Panels with a/h≤3a / h \leq 3a/h≤3 Considering Tension Field Action a/h≤3a / h \leq 3a/h≤3 Found in I-SHAPED MEMBERS AND CHANNELS Formulas: Shear Strength of Interior Web Panels with $a / h \leq 3$ Considering Tension Field ActionPrevious PageFormulas: single angles and teesNext Page