Topic: Shear and Moment in Beams. Please include the equilibrium conditions and draw all the diagrams. Provide a complete solution. 30 mins left thank you! Using the relations among load, shear and moment, draw shear and moment diagrams, specifiying the values at all change of loading positions, and at all points of zero shear (when applicable). Neglect the mass of the beam. All values should besupported with solutions. Shear and moment diagrams only without the accompanying solutions will not be considered. R1 = 50 kN and R2 = 20 kN. Use a ruler for the straight line part/s of the diagrams.30 kN10 kN/mgh80 kNm11.AV2m2m2mR₁3mR₂

Answered: Image /qna-images/answer/5f5a3daa-4f92-4c2a-a061-42616e71139f.jpg

Answered: 2m 10 kN/m R₁ 2m 30 kN 2m 80 kNm 3m R

Engineering

Civil Engineering

2m 10 kN/m R₁ 2m 30 kN 2m 80 kNm 3m R

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

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

Topic: Shear and Moment in Beams. Please include the equilibrium conditions and draw all the diagrams. Provide a complete solution. 30 mins left thank you!

Using the relations among load, shear and moment, draw shear and moment diagrams, specifiying the values at all change of loading positions, and at all points of zero shear (when applicable). Neglect the mass of the beam. All values should be
supported with solutions. Shear and moment diagrams only without the accompanying solutions will not be considered. R1 = 50 kN and R2 = 20 kN. Use a ruler for the straight line part/s of the diagrams.
30 kN
10 kN/m
gh
80 kNm
11.
AV
2m
2m
2m
R₁
3m
R₂

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