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[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],+ +
[object Object],[object Object],[object Object],+ + d.)  Any combination of  a.), b.), & c.) + +
[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],Gross Area Net Area a. b.
[object Object],end  distance too small or edge  distance too small
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
threads  in  shear  plane threads  not  in shear  plane
2.) Member/Plate Bearing P P = dt  p,all N   P P = Allowable load on connection  based on bearing  (k)   d = Bolt diameter (in.)   t = thickness of member/plate (in.)   N = Number of bolts in connection
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object]
[object Object],P L B L end L edge L edge L B
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
 
 
 
 
 
 
 
 
 
 
[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],a max t
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],return L = weld length Section View w t min a
 

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311 C H19

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  • 14. threads in shear plane threads not in shear plane
  • 15. 2.) Member/Plate Bearing P P = dt  p,all N P P = Allowable load on connection based on bearing (k) d = Bolt diameter (in.) t = thickness of member/plate (in.) N = Number of bolts in connection
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