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
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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.
Transcribed Image Text: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
Transcribed Image Text:KN/m somm 2m 20 -mm 700mm V ↓ LL L + + 3m ・20mm ¹110mm 20mm + 6 kN/m
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