P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: I = 46 × 106 mm², E = 200 GPa. Treat rocker at E as a roller. B P = 18 kN C D I 21 2 m2 m2 m2 m P8.24 I E

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Solve moment area method 

 

P8.24. Compute the deflection at midspan of the beam in
Figure P8.24. Given: I = 46 × 106 mm², E = 200 GPa.
Treat rocker at E as a roller.
A
B
P = 18 kN
C
I
21
12m + 2m +
2 m2 m
P8.24
D
+
2 m
E
Transcribed Image Text:P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: I = 46 × 106 mm², E = 200 GPa. Treat rocker at E as a roller. A B P = 18 kN C I 21 12m + 2m + 2 m2 m P8.24 D + 2 m E
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