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SHEAR LAG IN DOUBLE ANGLE TRUSS CONNECTIONSThe Length Of Weld Required To Resist A Load Of 350 KN Is Somewhat Smaller Than 131 Mm Calculated With Eqn. 8 Above. A Shorter Length Of Weld Would Lower The Ane3 Value As Well As The Ultimate Tensile Resistance, Tr, Calculated Using Eqn. 12, And This Again Would Requi Feb 1th, 2024
