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1. Horizontal stiffeners are needed in plate girders if the thickness of web is(where d = distance between the flanges and L = span)





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MCQ->Horizontal stiffeners are needed in plate girders if the thickness of web is(where d = distance between the flanges and L = span)....
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 ?....
MCQ->If d is the distance between the flange angles, the vertical stiffeners in plate girders without horizontal stiffeners, are spaced at a distance not less than....
MCQ->The following quantities refer to a channel section used as a beam : b = width of flange (upto centre of web thickness). h = depth of web (c/c of flange thickness). t = thickness of flange and web. I = moment of inertia of channel about xx axis. e = distance of shear centre, outside the channel from the mid thickness of the web. The value of 'e' is given by....
MCQ->Consider the following statements in respect of plate girders : 1. A large number of cover plates are provided over flange angles so that curtailed flanges match the bending moment diagram exactly. 2. At least one cover plate should extend over the entire span so that rain water may not enter and corrode the connections. 3. A minimum of one-third of flange area should be provided in flange angles and balance in flange cover plates for stability. Which of the statements given above are correct ?....
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