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This calculation is an example problem in structural engineering. This content is sponsored by PPI. For similar problems, see the list of review books by PPI
Check the following connection for tension force NEd=600KN. S275, bolts M20/5.6. Shear at full section.
Solution
d0=22mm
p1= 65mm>2.2d0
e1=55mm>1.2d0
p2=70mm>2.4d0
e2=50mm>1.2d0
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