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civil engineering steel structure design
1. If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than
(A): 1.25 d but not less than 0.33 d
(B): 1.5 d but not less than 0.33 d
(C): 2.0 d but not less than 0.50 d
(D): 2.5 d but not less than 0.50 d
(E): d but not less than 0.20 d
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