Q2. Please solve this one without integration. QUESTION:Given the figure below:60 KN/mAB200 KND6.00m-2.00m2.00mScanned with CamScanner1. Write the shear and moment equationand draw the shear and moment diagram.2. Check No.1 using the properties ofshear and moment diagram.

Answered: Q2. Please solve this one without…

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Mechanical Engineering

Q2. Please solve this one without integration.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter6: Stresses In Beams (advanced Topics)

Section: Chapter Questions

Problem 6.3.1P: Repeat Problem 6.2-17 but now use a transformed-section approach.

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Basic Terminology in Mechanics

The area of science and mathematics concerned the motion of the objects, the relation between the force matter, and motion if specified. Forces exerted over the objects result in displacements or changes in the position of an object concerning its environment. This branch of physics keeps its roots in Ancient Greece in the form of the scripts of Aristotle and Archimedes.

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I am supposed to draw a shear force diagram and bending moment diagram for this frame. I found the exact same question and solution but it is the imperial version, not the SI version that I have so the numbers are different. Please draw the diagrams for this problem. I have done the question but I don't know if my answers are right after using the virtual work and force methods. Set Ax & Ay as redundants: Ex = 100kN ; Ey = 260kN ; ME = 445 kNm deltaAx = -1950/EI deltaAy = -2375/2EI fAx,Ax = 252/EI fAy,Ay = 125/3EI fAx,Ay = -75/EI Compatibility Equation: deltaAx + (fAx,Ax)(Ax) + (fAx,Ay)(Ay) = 0 deltaAy + (fAx,Ay)(Ax) + (fAy,Ay)(Ay) = 0 Ax = 34.94kN Ay = 91.38kN New reaction values: Ex = 65.06kN ; Ey = 168.62kN ; ME = 197.74kNm
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