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1. Why are intermediate vertical stiffeners provided in plate girders ?





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MCQ->Consider the following statements pertaining to intermediate stiffeners : 1. Stiffeners are provided to exclusively bear concentrated loads. 2. Stiffeners should bear tightly against top and bottom flanges. 3. Maximum spacing of stiffeners is restricted 180 t, where t is the thickness of web. Which of the statements given above is are/correct ?....
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