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-
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-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb427c6ce-d797-42da-abad-bbae42064bb0%2F3c7bae6b-5429-4c9a-9d97-c33f4d5661e0%2Fjuqyy3i_processed.png&w=3840&q=75)
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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