Y 2m M₁ = 5 KN-m 3m -X a.) For the beam and loading shown, determine the moment reaction at support A in KN-m. E=12 GPa, I=20x10^-6 m^4. Use double integration method. Consider the sign in your final answer if it's negative and use three decimal places. b.) For the beam and loading shown, determine the deflection under load in mm. E=12 GPa, 1=20x10^-6 m^4. Use double integration method. Consider the sign in your final answer if it's negative and use three decimal places. | c.) For the beam and loading shown, determine the vertical reaction at support A in KN. E=12 GPa, I=20x10^-6 m^4. Use double integration method. Consider the sign in your final answer if it's negative and use three decimal places.

Y 2m M₁ = 5 KN-m 3m -X a.) For the beam and loading shown, determine the moment reaction at support A in KN-m. E=12 GPa, I=20x10^-6 m^4. Use double integration method. Consider the sign in your final answer if it's negative and use three decimal places. b.) For the beam and loading shown, determine the deflection under load in mm. E=12 GPa, 1=20x10^-6 m^4. Use double integration method. Consider the sign in your final answer if it's negative and use three decimal places. | c.) For the beam and loading shown, determine the vertical reaction at support A in KN. E=12 GPa, I=20x10^-6 m^4. Use double integration method. Consider the sign in your final answer if it's negative and use three decimal places.

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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