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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
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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