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The cantilevered beam shown here has a known rigidity, EI, and length, b, and is loaded...

The cantilevered beam shown here has a known rigidity, EI, and length, b, and is loaded with a point force and a point moment as shown a) Determine all reactions forces and draw the shear and moment diagrams for this loading.
b) Using discontinuity functions and the integration method, find the deflection and the slope of the beam at the free end.
c) Using the moment-area method, find the deflection and the slope of the beam at the location of the point load.

AP Mo kb/4 k b 키 The cantilevered beam shown here has a known rigidity, El, and length, b, and is loaded with a point force a
AP Mo kb/4 k b 키 The cantilevered beam shown here has a known rigidity, El, and length, b, and is loaded with a point force and a point moment as shown. (a) Determine all reactions forces and draw the shear and moment diagrams for this loading. (b) Using discontinuity functions and the integration method, find the deflection and the slope of the beam at the free end. (c) Using the moment-area method, find the deflection and the slope of the beam at the location of the point load.
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3b14 bly Mo to find reactions EF=0 > PR=0 > R=P Take moments about a Р ↑ A нр C VR SFD P M. + PXb 4 M. + BMD Mot PXD - MR TO

put k=b, y=0 Moxb² + Sixbt C + P (baby L Pb? 32 2 Mob? Mob? - tclt PB 384 Mob?, 11Pb 384 deflection at end le K=0, take cupto

THANK YOU VERY MUCH!!

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