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Torsional Moment-Stress
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 50mm from the center.
Shear bolt connection EC3
Check the shear connection for the IPE450-S275 for the design shear VEd=500KN. Bolts M20-8.8, plate thickness t=20mm.
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.
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