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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 G K 6/4 -> k The cantilevered beam shown here has a known rigidity, El, and length, b, and is loaded with a point force

AP Mo G K 6/4 -> k 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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AM 4 ملا \4 AHAL Ph? حوزه ملا أو ما X 8 2 ( 1 ) كام و3 طء 2 = و4 4 2 ط ما 32 (4 m، 6 2 32 32 طو ) 1 ( 32 = اET mobi + کد ۴

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