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Inclined Beam w/ UDL Homework Statement
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[QUOTE="MayZ91, post: 4950466, member: 527657"] Hello, Thank you very much for going through the post. You're right, the tip B is the tip of the second cylinder. Also, to maintain the distance between the cylinders constant, there is a sliding member on the beam CD at point B. The actual scenario is this, the two hydraulic cylinders are screwed to 2 load beams respectively, these load beams are oriented in the direction of the paper(X-axis). The beam CD is mounted on top of these two load beams. The load beam on B has the sliding point, on which the beam CD slides when the hydraulic cylinder retracts. The end condition here is the problem. Although the load beam has the sliding member and the rotary joint, the hydraulic cylinder gets tightly screwed to the load beams. Therefore, it may needs to be considered as simply supported with respect to beam CD(I think!) If its simply supported, then I have to use the elastic beam deflection formula = M*(L^2)/(27*E*I) What I am trying to find is the deflection of point A, due to bending in horizontal axis (Y-axis). [/QUOTE]
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Inclined Beam w/ UDL Homework Statement
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