Consider a simply supported beam ABC of the total length L and a constant flexural rigidity El in Figure Q2. The beam supports a concentrated load P, located at half length of the beam. Use the Moment-Area method to determine: (a) The diagram of the beam, through drawing. (b) The areas A₁ and A2 when the diagram is divided into two areas. (c) The equation of the angle of rotation 8c at point 'C'. (d) The equation of maximum deflection & at point 'C'. (3) (4) (5) (7)

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Consider a simply supported beam ABC of the total length L and a constant flexural rigidity El
in Figure Q2. The beam supports a concentrated load P, located at half length of the beam.
Use the Moment-Area method to determine:
(a) The diagram of the beam, through drawing.
ET
(b) The areas A₁ and A₂ when the diagram is divided into two areas.
(c) The equation of the angle of rotation , at point 'C'.
(d) The equation of maximum deflection & at point 'C'.
A
ZIT
N
B
Figure Q2
12
C
(3)
(4)
(5)
(7)
Transcribed Image Text:Consider a simply supported beam ABC of the total length L and a constant flexural rigidity El in Figure Q2. The beam supports a concentrated load P, located at half length of the beam. Use the Moment-Area method to determine: (a) The diagram of the beam, through drawing. ET (b) The areas A₁ and A₂ when the diagram is divided into two areas. (c) The equation of the angle of rotation , at point 'C'. (d) The equation of maximum deflection & at point 'C'. A ZIT N B Figure Q2 12 C (3) (4) (5) (7)
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