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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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

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.

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