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

Two times the weld size
Four times the weld size
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

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

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