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 and a lin- early elastic support of stiffness k at point B (see the sec- ond part of the figure). The distance from A 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 concentrated load P = 8 kN acts at the free end of beam ABC. Determine the reactions R, Rp 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 - =1.5 m

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 and a lin- early elastic support of stiffness k at point B (see the sec- ond part of the figure). The distance from A 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 concentrated load P = 8 kN acts at the free end of beam ABC. Determine the reactions R, Rp 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 - =1.5 m

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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Question

Please help me a with problem Thanks

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 and a lin-
early elastic support of stiffness k at point B (see the sec-
ond part of the figure).
The distance from A 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 concentrated load P = 8 kN acts at the free end of
beam ABC.
Determine the reactions R, Rp 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 -
=1.5 m

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