Answered: 2000 kg 500 kg EN- 0.25 E A 0.15 1.50…

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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Question

1) Calculate the beam reactions

2) Draw:  Deformed, Shear and Moment Diagram  Deformed Equation  Slope Equation

3) State of Efforts

4) Calculate the distance where the shear is zero and the moment is maximum.

5) Determine the Maximum Bending and Shear stresses of the beam and indicate where the points where they occur, if the section shown is used, draw the stresses that occur in the section of the beam

6) Determine the inflection point of the deformed curve

7) Determine the value of the deformation when x = 3.83 meters

2000 kg
500 kg
EN-
0.25
A
0.15
1.50
1.50
3.00
+ 2.00

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