Recent content by fishburn7

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    Will a 304 SST Plate Bend Under a 460 Lbs Load at a 21 Degree Angle?

    When I say the part bent along the dotted line I mean the dotted line is where the crease of the bend was. If this is not clear it may help to ignore the dotted line all together.
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    Will a 304 SST Plate Bend Under a 460 Lbs Load at a 21 Degree Angle?

    Sorry, the dotted line is where the part actually bent.
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    Will a 304 SST Plate Bend Under a 460 Lbs Load at a 21 Degree Angle?

    I'm not real sure what you mean by underlying wall but I have attached the partial assembly drawing and the actual plate drawing with a top view. I'm sorry about the upside down top view
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    Will a 304 SST Plate Bend Under a 460 Lbs Load at a 21 Degree Angle?

    The curved line in the drawing was a mistake on my part. it means nothing. I do not know why the plate bends at the dotted line, I was given the actual part and that is where it bent. As far as the wall it's connected to it seems that the left and right side of the plate are nearly flush with...
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    Will a 304 SST Plate Bend Under a 460 Lbs Load at a 21 Degree Angle?

    So I have a plate connected to a metal wall that is riveted to the wall with 5 rivets. This plate then has a ball joint connected to the one end which has a load of 460 Lbs. at a 21 degree angle. All the drawings have been attached. I need to prove that the plate will indeed bend under such...
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