11-08-2010, 06:24 PM
Prying Action Analysis
PRYING ACTION ANALYSIS
For Structural Steel Connections Per AISC 9th Edition Manual (ASD)
PRYING ACTION ANALYSIS
Allowable Axial Tension Force at Beam End Connection Based on Bending in Clip Angles or End Plate Due to Prying Action
Code:
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stone age was not finished due to lack of stones. . . . . .tEChNOlOGY Changed