Calculation Example  Calculate the location of support. ^{ Featured }
Calculate the distance x for locating roller support so that the moment on the beam at point B is zero.
Calculation Example  Calculate the equation of the elastic curve. ^{ Featured }
Calculate the equation of the elastic curve .Determine the pinned beam’s maximum deflection. EI constant.
Calculation Example  Calculate the member diagrams. ^{ Featured }
Calculation Example  Calculate the member diagrams. ^{ Featured }
Calculate the member diagrams for the uniform loading q for the pinned beam at two ends.
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 yy). The column is pinned every 5m at the weak axis zz.
Calculation Example – Shear bolt connection EC3.
Check the shear connection for the IPE450S275 for the design shear VEd=200KN. Bolts M208.8, plate thickness t=10mm.
Calculation Example – Angular acceleration, angular velocity.
The column A moves to the right with variable speed V(t)=2*Vo*t+c. Calculate the angular velocity and the angular acceleration of the beam B. The beam is pinned at one end. (c is constant).
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