Consider a cantilever beam ABC of the total length 'L' and a constant flexural rigidity 'El' in Figure 1. The beam supports two concentrated loads 'P,' and 'P;' located at full length and at half length of the beam, respectively. You are required to determine: (i) The " diagram of the beam, through drawing. (ii) (ii) The equation of angle of rotation e, at point 'A'. The equation of maximum deflection 8, at point 'A'. P. P2 A B Figure 1 ////
Consider a cantilever beam ABC of the total length 'L' and a constant flexural rigidity 'El' in Figure 1. The beam supports two concentrated loads 'P,' and 'P;' located at full length and at half length of the beam, respectively. You are required to determine: (i) The " diagram of the beam, through drawing. (ii) (ii) The equation of angle of rotation e, at point 'A'. The equation of maximum deflection 8, at point 'A'. P. P2 A B Figure 1 ////
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use moment area method.
![Consider a cantilever beam ABC of the total length 'L' and a constant flexural rigidity 'El' in
Figure 1. The beam supports two concentrated loads 'P;' and 'P;' located at full length and at
half length of the beam, respectively. You are required to determine:
(1)
The diagram of the beam, through drawing.
(ii)
(ii)
The equation of angle of rotation e, at point 'A'.
The equation of maximum deflection 8, at point 'A'.
P.
P2
A
B
Figure 1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3bb5542b-8e3d-4d59-ab2b-94bf52789c50%2F4bf8a7e4-d18c-49ab-830e-7983de5a9c4d%2Fkzhzx5p_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Consider a cantilever beam ABC of the total length 'L' and a constant flexural rigidity 'El' in
Figure 1. The beam supports two concentrated loads 'P;' and 'P;' located at full length and at
half length of the beam, respectively. You are required to determine:
(1)
The diagram of the beam, through drawing.
(ii)
(ii)
The equation of angle of rotation e, at point 'A'.
The equation of maximum deflection 8, at point 'A'.
P.
P2
A
B
Figure 1
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