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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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Each of the following columns supports a block of identical mass, m. The columns are fixed at the bo...