Calculate the location of point load
Calculate the distance x for locating point load so that the moment on the beam at point B is zero.
Calculation Example – Angular acceleration, angular velocity. Featured
The column A moves to the right with variable speed V(t)=4*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).
Calculation Example – Torsional moment-Stress. Featured
Calculate the max stress because of torsional moment on the outer layer of a steel hollow rod when two forces act on it from a distance of 200mm from the center.
Calculation Example – Member Diagram. Triangular load. Featured
Determine the diagrams for moment and shear for the following pinned at two ends beam for a triangular load. Total length 12m. EI constant. Units KN,m.
Calculation Example – Shear bolt connection EC3. Featured
Check the shear connection for the IPE450-S275 for the design shear VEd=300KN. Bolts M20-8.8, plate thickness t=15mm.
Calculation Example – Buckling of Column (EC3). Featured
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 axis z-z.
Calculation Example – Plastic Neutral Axis. Featured
Find the location of the PNA (plastic neutral axis) from top for the following section.