A skewed beam connects through a shear plate oriented at an angle theta less than thirty degrees. The top and bottom of the shear plate attach to a stiffener plate using welds sized per the structural schedule. Additional connection points require weld sizes referenced in the drawings.
CP SEE SCHEDULE TOP & BOTTOM FOR WELD SIZE SEE SCHEDULE OF SHEAR PL TO STIFFENER PL θ A θ < 30°
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