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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