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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 shear connection for the IPE450-S275 for the design shear VEd=300KN. Bolts M20-8.8, plate thickness t=15mm.
e 1=60mm > 1.2*do=1.2*22=26.4mm
e 2=50mm > 1.2*do=1.2*22=26.4mm
e 1, e 2< 4*t+40=100mm
ρ1>2.2*do=2.2*22=48.4mm
ρ2>2.4*do=2.4*22=52.8mm
ρ1 and ρ2< min(14t,200)=210mm
Every bold gets vertical force 300/3=100KN and the torsional moment is 300KN*50mm=1500KN*cm and it is assigned at the farthest bolts as horizontal force 1500KN*cm/20cm=75KN.
At the farthest bolts the maximum force is
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