Situation 7: Considering the beam provided below, E = 210 GPa and I = 1.5x10 mm². A 17. Determine the deflection at the free-end of the overhang if P = 100 KN and L5 meters. 18. If P 200 kN, determine the value of L so that the deflection at the free-end of the overhang is limited to 5 mm only. 19. If L = 6 meters, value of P so that the the free-end of the limited to 5 mm only. Situation 8: determine the deflection at overhang is
Situation 7: Considering the beam provided below, E = 210 GPa and I = 1.5x10 mm². A 17. Determine the deflection at the free-end of the overhang if P = 100 KN and L5 meters. 18. If P 200 kN, determine the value of L so that the deflection at the free-end of the overhang is limited to 5 mm only. 19. If L = 6 meters, value of P so that the the free-end of the limited to 5 mm only. Situation 8: determine the deflection at overhang is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:15. If Mo
value
def
A
16.
determine the value of Mo so
maximum deflect on is 10 mm.
400
400
Situation 7:
Considering the beam provided below,
E = 210 GPa and I = 1.5x10 mm².
m, determine the
maximum
if L = 8 meters,
that the
17. Determine the deflection at the
free-end of the overhang if P = 100 KN
and L= 5 meters.
900N/m
18. If P = 200 kN, determine the value
of L so that the deflection at the
free-end of the overhang is limited to
5 mm only..
A
19. If L = 6 meters, determine the
value of P so that the deflection at
the free-end of the overhang is
limited to 5 mm only.
2m
Situation 8:
Considering the beam provided, EI =
200 MNM².
4m
3m
20. Determine the location of the
maximum deflection from support A.
21. Determine the maximum deflection.
22. Determine the slope at the point
3 meters from the fixed support.
23. Calculate the moment at support B.
Situation 9:
Considering the beam provided: E
29x105 psi and I = 1200 inª.
-10 ft-
60 k
+
-20 ft
28.
B
10 ft- H -10 ft-
24. Calculate the deflection under the
60k load.
10 f
25. Calculate the deflection under the
80k load.
26. Calculate the maximum deflection.
45
20 KN
B
27. Determine the value of the moment
at support B.
Situation 10:
Considering the frame provided: E
29x10 psi and I = 1200 in..
the
Determine
deflection at point C.
80 k
+
-20 ft
400 lb/n
mimiy
6 ft
-2 m
D
=
10 ft-
Situation 11:
Considering the truss provided: E =
200 GPa and A= 400 mm².
horizontal
10 KN
IC
1.5 m
29. Determine the total deflection at
point B.
30. Determine the total deflection at
point C.
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