A Simple beam AB supports a concentrated load P acting at distances a and b from the left and right supports, respectively (Figure 9.12 a). Determine the equations of the deflection curve, the angles of rotation 8g and OB, the maximum deflection ômaxand the deflection ôc at the midpoint C of the beam. Note: (The beam has length Land constant bending stiffness Ei). A C D OB L Ômáx FIGURE 9.12:Example 9.3. Deflections L- of a simple beam with a concentrated load. (a) (b)

Elements Of Electromagnetics
7th Edition
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Author:Sadiku, Matthew N. O.
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A Simple beam AB supports a concentrated load P acting at distances a and b from the left and right supports, respectively (Figure 9.12 a). Determine the equations of the deflection curve, the angles of rotation and , the maximum deflection and the deflection  at the midpoint C of the beam. Note: (The beam has length L and constant bending stiffness Ei).

A Simple beam AB supports a concentrated load P acting at distances a and b from the left and right supports,
respectively (Figure 9.12 a). Determine the equations of the deflection curve, the angles of rotation 0g and OB,
the maximum deflection &maxand the deflection ốc at the mid point C of the beam. Note: (The beam has
length Land constant bending stiffness Ei).
A
C D
OB
B
B
L
Ômáx
FIGURE 9.12: Example 9.3. Deflections
L
of a simple beam with a concentrated
load.
(a)
(b)
Transcribed Image Text:A Simple beam AB supports a concentrated load P acting at distances a and b from the left and right supports, respectively (Figure 9.12 a). Determine the equations of the deflection curve, the angles of rotation 0g and OB, the maximum deflection &maxand the deflection ốc at the mid point C of the beam. Note: (The beam has length Land constant bending stiffness Ei). A C D OB B B L Ômáx FIGURE 9.12: Example 9.3. Deflections L of a simple beam with a concentrated load. (a) (b)
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