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A Beam A B 12 meter long rests on supports 9 meter apart the right hand end over hanging the supports by 1 m and the left hand end by 2 m . The beam carries a uniformity distributed load of 300 kg per meter. The beam also carries a point load of 2000 kg at extreme right hand end and apart of 1500 kg at the left hand end.
Construct the shear force and bending moment diagrams and also calculate the maximum bending moment.
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Resultant Force on a Given Area of a Vertical Plane The resultant force is calculated from the average pressure: R = (AVERAGE Ρ)(A)
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• The previous load analysis represents a first and necessary step in the analysis of the given structure but it does not tell us whether the given load can be safely supported (i.
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