Question

For the beam and loading shown in the figure, integrate the load distribution to determine the equation of the elastic curve for the beam, and the maximum deflection for the beam. Assume that EI is constant for the beam. Assume E⁢I=25000 kN⋅m2, L=2.4 m, and w0=61 kN/m.

(a) Use your equation for the elastic curve to determine the deflection at  x=1.5⁢ m. Enter a negative value if the deflection is downward, or a positive value if it is upward.
(b) Find the maximum deflection for the beam. Enter a negative value if the deflection is downward, or a positive value if it is upward.

For the beam and loading shown in the figure, integrate the load distribution to determine the equation of the elastic curve for the beam, and the maximum deflection for the beam. Assume that El is constant for the beam. Assume El 25000 kN m2, L = 2.4 m, and wo 61 kN/m. 1.5 m. Enter a negative value if the deflection is downward, or a positive value if it is upward (a) Use your equation for the elastic curve to determine the deflection r (b) Find the maximum deflection for the beam. Enter a negative value if the deflection is downward, or a positive value if it is upward. A B L (a) mm -6.55 (b) max mm 0.0027 Open Show Work Click if you would like to Show Work for this question:

Answer 1

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put MAB ET dM -L0019 L t0 indiny SLope euat Integrate it du ET 24L P to finding duplatng auations Asam inta gati ETY 12.0 L A H put above valus in Er du 2니L C Wo CL)3 24 l AE UDO at er4 put abave valuy in wolS LOo13 24 120L PougE +02 ooLY C20 30

put C and C2 woas 24 120 L 30 -547t415 120 LET 6 1 (5-5 (2-41- +4 (2.43 120X2-4X 35 XO -O. 6546 mm Maniomum doflechbo Ccns at A put uo Clo5 19 A 120LET 30 ET -6/X (2.404 30 X2 50OD 2.698