Displaying Items By Tag: Ec3
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Calculation Example – Buckling of Column (EC3).
Check the column for buckling according to EC3. HEB300/S275 and axial force NEd=1500KN. The column (L=12m) is pinned at the two far ends (strong axis y-y). The column is pinned every 4m at the weak ax...
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Calculation Example – Shear bolt connection EC3.
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...
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Calculation Example – Buckling of Column (EC3).
Check the column for buckling according to EC3. HEB300/S275 and axial force NEd=1000KN. The column (L=15m) is pinned at the two far ends (strong axis y-y). The column is pinned every 5m at the weak ax...
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