Prying and shear in end-plate connection design

Effect of prying action forces on design method of rigid bolted connections with circular end plate

Prying models for strength in thick-flange built-up T-stubs with complete joint penetration and fill

Prying action for slip-critical connections with bolt tension and shear interaction

Fact sheet: Worker or contractor - paying the correct premium

Still paying the price. An update on "Paying the price for big steel"

Design method for high-strength bolts connection considering prying action

Good profiled metal roofing practice

Prying action - a general treatment

Analysis of bolted connections subject to prying