709. The beam in Fig. P-709 is supported at the left end by a spring that deflects 1 in. for each 300 lb. For the beam E = 1.5 X 106 psi and I = 144 in.". Compute the deflection of the spring. Ans. 8 = 1.74 in. 12 ft- use area moment method 200 lb/ft k= 300 lb/in. www

Structural Analysis
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709. The beam in Fig. P-709 is supported at the left end by a spring that deflects 1 in.
for each 300 lb. For the beam E = 1.5 X 10 psi and I = 144 in.*. Compute the
deflection of the spring.
Ans. & = 1.74 in.
12 ft-
use area moment
method
200 lb/ft
k = 300 lb/in.
Figure P-709
Ww
Transcribed Image Text:709. The beam in Fig. P-709 is supported at the left end by a spring that deflects 1 in. for each 300 lb. For the beam E = 1.5 X 10 psi and I = 144 in.*. Compute the deflection of the spring. Ans. & = 1.74 in. 12 ft- use area moment method 200 lb/ft k = 300 lb/in. Figure P-709 Ww
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