A rectangular cantilever beam shown supports its own deadload plus a factored concentrated load Pu in addition to the uniform load Wu=1.4WSW due to selfweight. The beam is 2.0m long and the concentrated load acts at a point 0.20m from the end of the beam and 0.15m away from the centroidal axis of the member. Use Pu=150kN, b=300mm, h=500mm, f'c=28MPA, fy=275MPA, concrete unit weight=24KN/m3, stirrups diameter=10mm, and concrete cover=40mm. Pu b 0000 4-256 K200 mm 150 men 2-250 2.0m

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A: The Shear Force and Bending Moment Diagram Calculation is Shown in Steps Below one by one.

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Graphical Methods

The graphical method is a method of solving equations involving more than one variable using the Cartesian coordinate system. In civil engineering, the use of the graphical method is limited to the problems involving two variables. The graphical method has a great impact in solving the questions regarding engineering mechanics.