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Author Topic:   A test of your common sense
Minnemooseus
Member
Posts: 3944
From: Duluth, Minnesota, U.S. (West end of Lake Superior)
Joined: 11-11-2001
Member Rating: 10.0


Message 5 of 137 (665742)
06-16-2012 7:04 PM
Reply to: Message 1 by Taz
06-16-2012 5:48 PM


Assuming the beam was rigidly fixed at A and able to move on roller at D, I think the greatest stress would be at A - The beam would fail at A (the support/beam connection at A would fail).
Contrary to NWR's view, I think the least stress would be a the middle point.
Moose

This message is a reply to:
 Message 1 by Taz, posted 06-16-2012 5:48 PM Taz has not replied

Replies to this message:
 Message 6 by xongsmith, posted 06-16-2012 7:23 PM Minnemooseus has seen this message but not replied

  
Minnemooseus
Member
Posts: 3944
From: Duluth, Minnesota, U.S. (West end of Lake Superior)
Joined: 11-11-2001
Member Rating: 10.0


Message 118 of 137 (666094)
06-21-2012 10:06 PM
Reply to: Message 102 by Taz
06-21-2012 12:02 PM


Why you ignore the moose?
Usually, the beam will fail in the region adjacent to one of the loads. However, if the beam is elastic enough, it may fail in the middle region. In this particular case, the end condition is set to fail. Left end more than right end.
Minnemooseus, in message 5, writes:
Assuming the beam was rigidly fixed at A and able to move on roller at D, I think the greatest stress would be at A - The beam would fail at A (the support/beam connection at A would fail).
You never replied to my message 5.
Moose

This message is a reply to:
 Message 102 by Taz, posted 06-21-2012 12:02 PM Taz has not replied

  
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