Determine the slope at the supports of the beam shown in Fig. I using the moment-area method. Also, determine the deflections at B. E = 29,000 ksi and I = 1,000 in.*. 40 k 60 k Fig. I 10 ft 10 ft 10 ft 21
Determine the slope at the supports of the beam shown in Fig. I using the moment-area method. Also, determine the deflections at B. E = 29,000 ksi and I = 1,000 in.*. 40 k 60 k Fig. I 10 ft 10 ft 10 ft 21
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 48P
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Transcribed Image Text:PROBLEMS:
Q. I
Determine the slope at the supports of the beam shown in Fig. I using the moment-area
method. Also, determine the deflections at B. E = 29,000 ksi and I = 1,000 in.*.
40 k
60 k
Fig. I
D
10 ft
10 ft
10 ft
21
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. El is constant. E = 20,000 ksi and I =
31500 in.*.
1.5 k/ft
30 k
Fig. 2
A
B
6 ft
4 ft
5 ft
Q. 3 Determine the slope at the A for the beam shown in Fig. 3 using the moment-area
method. Also, determine the deflections at B and D. El is constant. E = 70 GPa and I =
2,340 (106)mm*.
180 kN
15 kN/m
Fig. 3
B
5 m
-5 m
-4 m-
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