Q. 5 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 30 k ↓↓↓↓ Fig. 5 A B C 6 ft 4 ft -- -5 ft-

Structural Analysis
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Q. 5 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
30 k
↓↓↓↓
Fig. 5
A
B
C
6 ft 4 ft --
-5 ft-
Transcribed Image Text:Q. 5 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 30 k ↓↓↓↓ Fig. 5 A B C 6 ft 4 ft -- -5 ft-
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