For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam, (b) the slope at A, (c) the slope at B, and (d) the deflection at midspan. Assume that EI is constant for the beam. Let M0 = 45 kN·m, L = 4.5 m, E = 220 GPa, and I = 145 x 106 mm4. Draw a free body diagram of the beam and solve the reaction forces Ay and By. The diagram shows these forces in their positive directions. Your answers may be negative. Draw a free body diagram of the beam and solve the reaction forces A, and By. The diagram shows these forces in their positivedirections. Your answers may be negative.MoAВLB,Answer:Ay =ikNBy = ikN For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam,(b) the slope at A, (c) the slope at B, and (d) the deflection at midspan. Assume that El is constant for the beam. Let Mo = 45 kN-m, L=4.5 m, E = 220 GPa, and I = 145 x 10ʻ mm4.MoAВL

Answered: Draw a free body diagram of the beam…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam, (b) the slope at A, (c) the slope at B, and (d) the deflection at midspan. Assume that EI is constant for the beam. Let M₀ = 45 kN·m, L = 4.5 m, E = 220 GPa, and I = 145 x 10⁶ mm⁴.

Draw a free body diagram of the beam and solve the reaction forces A_y and B_y. The diagram shows these forces in their positive directions. Your answers may be negative.

Draw a free body diagram of the beam and solve the reaction forces A, and By. The diagram shows these forces in their positive
directions. Your answers may be negative.
Mo
A
В
L
B,
Answer:
Ay =
i
kN
By = i
kN

For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam,
(b) the slope at A, (c) the slope at B, and (d) the deflection at midspan. Assume that El is constant for the beam. Let Mo = 45 kN-m, L=
4.5 m, E = 220 GPa, and I = 145 x 10ʻ mm4.
Mo
A
В
L

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