Design of Steel Structure
The effective length of a fillet weld should not be less than

Weld size
Two times the weld size
Four times the weld size
Six times the weld size

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Design of Steel Structure
The bracing between two columns of a steel tank will be designed to resist

column loads + full horizontal shear due to wind or earthquake
column loads + 2.5% of horizontal shear due to wind or earthquake
horizontal shear due to wind or earthquake only
horizontal, shear due to wind or earthquake + 2.5% of column loads

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