Solve all no explanation need just solve what im asking its easy for u just solve all ok. Thanks ? 15. If MovaluedefA16.determine the value of Mo somaximum deflect on is 10 mm.400400Situation 7:Considering the beam provided below,E = 210 GPa and I = 1.5x10 mm².m, determine themaximumif L = 8 meters,that the17. Determine the deflection at thefree-end of the overhang if P = 100 KNand L= 5 meters.900N/m18. If P = 200 kN, determine the valueof L so that the deflection at thefree-end of the overhang is limited to5 mm only..A19. If L = 6 meters, determine thevalue of P so that the deflection atthe free-end of the overhang islimited to 5 mm only.2mSituation 8:Considering the beam provided, EI =200 MNM².4m3m20. Determine the location of themaximum deflection from support A.21. Determine the maximum deflection.22. Determine the slope at the point3 meters from the fixed support.23. Calculate the moment at support B.Situation 9:Considering the beam provided: E29x105 psi and I = 1200 inª.-10 ft-60 k+-20 ft28.B10 ft- H -10 ft-24. Calculate the deflection under the60k load.10 f25. Calculate the deflection under the80k load.26. Calculate the maximum deflection.4520 KNB27. Determine the value of the momentat support B.Situation 10:Considering the frame provided: E29x10 psi and I = 1200 in..theDeterminedeflection at point C.80 k+-20 ft400 lb/nmimiy6 ft-2 mD=10 ft-Situation 11:Considering the truss provided: E =200 GPa and A= 400 mm².horizontal10 KNIC1.5 m29. Determine the total deflection atpoint B.30. Determine the total deflection atpoint C.

E = 210 GPaI = 1.5 × 108 mm4 Determine17. Deflection at free-end of the beam, If P = 100KN and…

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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Solve all no explanation need just solve what im asking its easy for u just solve all ok. Thanks ?

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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