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The Semi Official HOT DUDES Thread!!!!!

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Old Apr 8, 2003 | 02:13 PM
  #3841  
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I guess it's reletive to whether the member is vertical or horizontal......
Old Apr 8, 2003 | 02:14 PM
  #3842  
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Yes.
Old Apr 8, 2003 | 02:14 PM
  #3843  
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[QUOTE]Originally posted by vtecmom
[B]If you MONKEYS don't get the outta here Im gonna start SHOOTING!!!!!
Old Apr 8, 2003 | 02:14 PM
  #3844  
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Originally posted by Ledfoot




wicky, my firm's erections are generally dictated by their height.....not their length.
However, if there is a particular structural member that is particularly long...that member usually increases in girth to compensate


are you sure firm isn't filled under an S-Corporation




(S = small)
Old Apr 8, 2003 | 02:15 PM
  #3845  
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your member must be deep enough to hold it's load, correct?
Old Apr 8, 2003 | 02:20 PM
  #3846  
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[QUOTE]Originally posted by vtecmom
[B]If you MONKEYS don't get the outta here Im gonna start SHOOTING!!!!!
Old Apr 8, 2003 | 02:21 PM
  #3847  
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Old Apr 8, 2003 | 02:22 PM
  #3848  
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GOOD DAY MATE!!!
Old Apr 8, 2003 | 02:22 PM
  #3849  
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but the load doesn't actually go in the hole, just the member, right? I wanna make sure I got this right.... Some members will support other members to distribute the load over a surface right?
Old Apr 8, 2003 | 02:23 PM
  #3850  
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