Determine the deflections at B and C for the beam shown in Fig. 5 using the moment- area method. Also, determine the slope at D. El is constant. E = 20,000 ksi and I = 31500 in.4. A 1.5 k/ft 30 k ↓ Fig. 5 D B C 6 ft 4ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
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Determine the deflections at B and C for the beam shown in Fig. 5 using the moment-
area method. Also, determine the slope at D. El is constant. E = 20,000 ksi and I =
31500 in.4.
1.5 k/ft
A
B
30 k
↓
C
6ft 4 ft- +5 ft
Fig. 5
D
Transcribed Image Text:Determine the deflections at B and C for the beam shown in Fig. 5 using the moment- area method. Also, determine the slope at D. El is constant. E = 20,000 ksi and I = 31500 in.4. 1.5 k/ft A B 30 k ↓ C 6ft 4 ft- +5 ft Fig. 5 D
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