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10.4-13 Beam ABC is fixed at support A and rests (at point B) upon the midpoint of beam DE (see the first part of the figure). Thus, beam ABC may be represented as a propped cantilever beam with an overhang BC und a lin- early elastic support of stiffness k at point B (see the sec- ond part of the figure). The distance from 4 to B is L = 3m, the distance from B to Cis L/2 = 1.5 m, and the length of beam DE is L = 3m. Both beams have the same flexural rigidity El. A concentraled load P = 8 kN acts at the free end of beam ABC. Determine the reactions R, R and M, for beam ABC. Also, draw the shear-force and bending-moment dia- grams for beam ABC, labeling all critical ordinates. P=8 kN - L= 3 m - =15m

10.4-13 Beam ABC is fixed at support A and rests (at point B) upon the midpoint of beam DE (see the first part of the figure). Thus, beam ABC may be represented as a propped cantilever beam with an overhang BC und a lin- early elastic support of stiffness k at point B (see the sec- ond part of the figure). The distance from 4 to B is L = 3m, the distance from B to Cis L/2 = 1.5 m, and the length of beam DE is L = 3m. Both beams have the same flexural rigidity El. A concentraled load P = 8 kN acts at the free end of beam ABC. Determine the reactions R, R and M, for beam ABC. Also, draw the shear-force and bending-moment dia- grams for beam ABC, labeling all critical ordinates. P=8 kN - L= 3 m - =15m

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
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10.4-13 Beam ABC is fixed at support A and rests (at point B) upon the midpoint of beam DE (see the first part of the figure). Thus, beam ABC may be represented as a propped cantilever beam with an overhang BC und a lin- early elastic support of stiffness k at point B (see the sec- ond part of the figure). The distance from 4 to B is L = 3m, the distance from B to Cis L/2 = 1.5 m, and the length of beam DE is L = 3m. Both beams have the same flexural rigidity El. A concentraled load P = 8 kN acts at the free end of beam ABC. Determine the reactions R, R and M, for beam ABC. Also, draw the shear-force and bending-moment dia- grams for beam ABC, labeling all critical ordinates. P=8 kN - L= 3 m - =15m
Transcribed Image Text:10.4-13 Beam ABC is fixed at support A and rests (at point B) upon the midpoint of beam DE (see the first part of the figure). Thus, beam ABC may be represented as a propped cantilever beam with an overhang BC und a lin- early elastic support of stiffness k at point B (see the sec- ond part of the figure). The distance from 4 to B is L = 3m, the distance from B to Cis L/2 = 1.5 m, and the length of beam DE is L = 3m. Both beams have the same flexural rigidity El. A concentraled load P = 8 kN acts at the free end of beam ABC. Determine the reactions R, R and M, for beam ABC. Also, draw the shear-force and bending-moment dia- grams for beam ABC, labeling all critical ordinates. P=8 kN - L= 3 m - =15m
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