PROBLEM : For the beam shown below, do the following:1. Find the reactions;2. Find the shear and moment at every change of load points, draw the shear andmoment diagrams and indicate the maximum values of shear and moment;3. Draw the elastic curve;4. Find the location of the neutral-axis;5. Compute the moment of inertia with respect to the neutral axis;6. Find the maximum tensile flexural stress and compressive flexural stress;7. Find the maximum shear stress;8. Find the maximum flexural stresses at 3m from the left end of the fibers at thejunction of the web and flange;9. Find the maximum shear stress at 3m from the left end.10. Write a single moment equation for the entire beam, slope equation anddeflection equation;11. Determine the maximum deflection;12. Determine the slope of the elastic curve at 4m from the left end. KN/msomm2m20-mm700mmV ↓ LL L++3m・20mm¹110mm20mm+6 kN/m

"since you have posted a question with the multiple subparts , we will solve first three for you as…

PROBLEM : For the beam shown below, do the following: 1. Find the reactions; 2. Find the shear and moment at every change of load points, draw the shear and moment diagrams and indicate the maximum values of shear and moment; 3. Draw the elastic curve; A Find the location of the neutral avia:

PROBLEM : For the beam shown below, do the following: 1. Find the reactions; 2. Find the shear and moment at every change of load points, draw the shear and moment diagrams and indicate the maximum values of shear and moment; 3. Draw the elastic curve; A Find the location of the neutral avia:

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

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PROBLEM : For the beam shown below, do the following:
1. Find the reactions;
2. Find the shear and moment at every change of load points, draw the shear and
moment diagrams and indicate the maximum values of shear and moment;
3. Draw the elastic curve;
4. Find the location of the neutral-axis;
5. Compute the moment of inertia with respect to the neutral axis;
6. Find the maximum tensile flexural stress and compressive flexural stress;
7. Find the maximum shear stress;
8. Find the maximum flexural stresses at 3m from the left end of the fibers at the
junction of the web and flange;
9. Find the maximum shear stress at 3m from the left end.
10. Write a single moment equation for the entire beam, slope equation and
deflection equation;
11. Determine the maximum deflection;
12. Determine the slope of the elastic curve at 4m from the left end.

KN/m
somm
2m
20
-mm
700mm
V ↓ LL L
+
+
3m
・20mm
¹110mm
20mm
+
6 kN/m

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