:Determine the deflections at B and C for the beam shown in Fig. 2 using the moment- area method. Also, determine the slope at D. EI is constant. E = 20,000 ksi and I = 31500 in.*. 1.5 k/ft 30 k Fig. 2 A B C - 6 ft 4 ft - 5 ft
:Determine the deflections at B and C for the beam shown in Fig. 2 using the moment- area method. Also, determine the slope at D. EI is constant. E = 20,000 ksi and I = 31500 in.*. 1.5 k/ft 30 k Fig. 2 A B C - 6 ft 4 ft - 5 ft
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 2P
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Transcribed Image Text:Q. 2
Determine the deflections at B and C for the beam shown in Fig. 2 using the moment-
area method. Also, determine the slope at D. EI is constant. E = 20,000 ksi and I =
31500 in.4.
1.5 k/ft
30 k
Fig. 2
A
В
6 ft
4 ft-
5 ft
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