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The beam ABC is subjected to a point load at the middle of segment AB and a uniformly distributed load at the segment BC, as shown in Figure 3. a) Find the equation of the elastic curve for the segment AB b) Find the maximum deflection between the supports A and B c) Find the deflection at the middle of the segment AB d) Find the deflection at point C. EI is constant. Set wo = 3 N/m. Use the method of superposition. A ·L· 10 N 2wo N/m B C Fig. 3. Overhang beam

The beam ABC is subjected to a point load at the middle of segment AB and a uniformly distributed load at the segment BC, as shown in Figure 3. a) Find the equation of the elastic curve for the segment AB b) Find the maximum deflection between the supports A and B c) Find the deflection at the middle of the segment AB d) Find the deflection at point C. EI is constant. Set wo = 3 N/m. Use the method of superposition. A ·L· 10 N 2wo N/m B C Fig. 3. Overhang beam

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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The beam ABC is subjected to a point load at the middle of segment AB and a uniformly distributed load at the segment BC, as shown in Figure 3. a) Find the equation of the elastic curve for the segment AB b) Find the maximum deflection between the supports A and B c) Find the deflection at the middle of the segment AB d) Find the deflection at point C. EI is constant. Set wo = 3 N/m. Use the method of superposition. A ·L· 10 N 2wo N/m B C Fig. 3. Overhang beam
Transcribed Image Text:The beam ABC is subjected to a point load at the middle of segment AB and a uniformly distributed load at the segment BC, as shown in Figure 3. a) Find the equation of the elastic curve for the segment AB b) Find the maximum deflection between the supports A and B c) Find the deflection at the middle of the segment AB d) Find the deflection at point C. EI is constant. Set wo = 3 N/m. Use the method of superposition. A ·L· 10 N 2wo N/m B C Fig. 3. Overhang beam
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