13.23 Calculate the slope and deflection at the free end of the beam shown in the accompanying illustration. I= 4250 in.4. (Ans. 0.00175 rads /, 0.442 in. ↑) -15 ft- 4 klf 45 ft -30 ft- -15 ft-

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Chapter2: Loads On Structures
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13.23 Calculate the slope and deflection at the free end of the
beam shown in the accompanying illustration. I=
4250 in.4. (Ans. 0.00175 rads /, 0.442 in. ↑)
-15 ft
4 klf
45 ft
-30 ft
15 ft
Transcribed Image Text:13.23 Calculate the slope and deflection at the free end of the beam shown in the accompanying illustration. I= 4250 in.4. (Ans. 0.00175 rads /, 0.442 in. ↑) -15 ft 4 klf 45 ft -30 ft 15 ft
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