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why the author taking the moment about B and 2m from A ? (in the first solution , the author taking moment about the point which 2m from A )( in the second solution , the author taking moment about B , am i right ?Justus said:We are looking for the moment area so the formula would be (area of triangle)(centroidal moment of area) and that would be (0.5)(2)(800) as triangle area and (4/3) as the centroid.
i don't understand , can you explain further?Justus said:He considered that is why there are two solutions (AreaAB)XA and (AreaAB)XB denoting two moment areas
then, why the author include the moment 400Nm in the second solution ?Justus said:You should review how to draw moment diagrams. It is already known that when we derive from shear to moment diagrams , any given moment is considered a straight line thus no area and that is why it isn't included in computing the moment area.
what do you mean by separate areas for every reaction?Justus said:Again , you should read on how to solve moment areas. The 2nd solution is the separate areas for every reaction or simply it is another way to solve the problem. Also you could see that he took the moment area about A to solve the problem and that is why there is no moment diagram for reaction A.
An area of moment diagram is a graphical representation of the distribution of moments along the length of a beam or structure. It shows the magnitude and direction of the bending moments at various points along the beam.
An area of moment diagram is calculated by dividing the beam into small sections and calculating the moment at each section using the equations for bending moments. These moments are then plotted on a graph to create the diagram.
An area of moment diagram provides information about the bending moments at different points along the beam. This can be used to determine the maximum bending moment, the location of points of zero bending moment, and the points of maximum deflection.
An area of moment diagram is an important tool in structural analysis as it helps engineers determine the structural integrity of a beam or structure. It can be used to identify areas of high stress and design for maximum strength and stability.
The shape of an area of moment diagram can be affected by factors such as the type of loading (point load, distributed load, etc.), the type of support (fixed, pinned, etc.), and the properties of the beam (material, cross-sectional shape, etc.). Changes in any of these factors can result in a different shape of the moment diagram.