Considering the beam provided: E = 29x106 psi and I = 1200 in'. 60 k -10 ft- -20 ft- -10 ft- 80 k -10 ft-10 ft- -20 ft- 24. Calculate the deflection under the 60k load. 25. Calculate the deflection under the 80k load. 26. Calculate the maximum deflection. 27. Determine the value of the moment at support B.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 9:
Considering the beam provided: E =
29x106 psi and I = 1200 in¹.
-10 ft-
60 k
*
-20 ft-
28.
-10 ft-
B
24. Calculate the deflection under the
60k load.
25. Calculate the deflection under the
80k load.
26. Calculate the maximum deflection.
10 ft
-10 ft 10 ft-
27. Determine the value of the moment
at support B.
45°
20 kN
B
80 k
Situation 10:
Considering the frame provided: E =
29x106 psi and I = 1200 in.
-20 ft-
Determine
the
deflection at point C.
-2m
6 ft
400 lb/ft
Situation 11:
Considering the truss provided: E =
200 GPa and A=400 mm².
horizontal
10 KN
C
1.5 m
29. Determine the total deflection at
point B.
30. Determine the total deflection at
point C.
Transcribed Image Text:Situation 9: Considering the beam provided: E = 29x106 psi and I = 1200 in¹. -10 ft- 60 k * -20 ft- 28. -10 ft- B 24. Calculate the deflection under the 60k load. 25. Calculate the deflection under the 80k load. 26. Calculate the maximum deflection. 10 ft -10 ft 10 ft- 27. Determine the value of the moment at support B. 45° 20 kN B 80 k Situation 10: Considering the frame provided: E = 29x106 psi and I = 1200 in. -20 ft- Determine the deflection at point C. -2m 6 ft 400 lb/ft Situation 11: Considering the truss provided: E = 200 GPa and A=400 mm². horizontal 10 KN C 1.5 m 29. Determine the total deflection at point B. 30. Determine the total deflection at point C.
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