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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...
AP Mo kb/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...
AP Mo 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...
AP Mo G kb/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...
answers in terms of P,b and M AP Mo kb/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...
PLEASE PROVIDE THE SLOPE AND DEFELCTION DIAGRAM!!!!!!!!!!!!!! 7) A beam is supported and loaded as shown below. Find the reactions, maximum shear, maximum moment, maximum slope, maximum bending stress, and maximum deflection for the data given. Draw loading, shear, moment, slope, and deflection diagrams. -8 4 Givens: 1 0.70 m, a = 0.10 m, b 0.60 m, w 80 N/m, F = 500 N,1 = 2.1x10m c 6.5x10 m, E = 207 GPa / R3 R1 R2 7) A beam...
7) A beam is supported and loaded as shown below. Find the reactions, maximum shear, maximum moment, maximum slope, maximum bending stress, and maximum deflection for the data given. Draw loading, shear, moment, slope, and deflection diagrams. Page 2 of 3 Givens: 0.70 m a 0.10 m b 0.60 m w 80 N/m F 500 N 2.1 x 10- m c 6.5 x 10-3m E=207 GPa 7) A beam is supported and loaded as shown below. Find the reactions, maximum...
2. A beam with a uniform flexural rigidity, EI, is loaded by a triangular distributed load, Pz(x), as shown below: a) Find the deflection w(x) (10pts) b) Sketch the shear force V(x) and the beading moment M(x) along the length of the beam, labeling all significant points. (5pts) c) Calculate the maximum bending stress, Omax, and indicate where it occurs. (5pts) z, W Cross Section - 1/3 — * - 2/3 —
A propped cantilever beam is loaded as shown. Assume that EI = 250,000 kN-m2, and use discontinuity functions to determine (a) the reactions at A and B. (b) the beam deflection at C. The reaction forces are positive if up and negative if down. The reaction moment is positive if counterclockwise and negative if clockwise. Assume LAB = 5.4 m, LBC = 2.9 m, MC = 700 kN-m. V Mc X A B LAB LBC Answers: (a) Ay = KN...
For the loading shown in the below figure, knowing that wo 2 kN/m, the length of the beam is L 2 m, and the bending rigidity EI-204 kN-m2, a) Find the deflection equation for the beam by integration. Clearly specify the conditions to determine the constants of integration b) Find the vertical force needed at point A to prevent vertical displacement at point A (v(0)-0) c) Find the moment needed at point A to have zero slope at point A...