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ME 221 Statics Lecture #14 Sections 7.1 – 7.4

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1 ME 221 Statics Lecture #14 Sections 7.1 – 7.4

2 Homework #6 Chapter 7 problems: Chapter 6 problems
6, 19 & 26 Chapter 6 problems 3 & 6 Due Monday, June 28 MatLab Group Problems 7.19, 7.26 & 6.15 ME221 Lecture 14

3 Quiz #6 Friday, June 25 ME221 Lecture 14

4 Chapter 7: Internal Forces in Structures
Review internal/external forces How to find internal forces Sample problems ME221 Lecture 14

5 External/Internal Forces
External forces arise from contact or gravitational attraction Point and distributed loading Weight Internal forces are forces arising to hold bodies together Internal stress is a form of an internal force ME221 Lecture 14

6 Exposing Internal Forces
To analyze the stress at a given location in a part, we need to know the forces at that particular section. 100 lb At any given section a-a, b-b, or c-c, there is an internal force arising from the 100 lb external force. c b a ME221 Lecture 14

7 Method for Finding Internal Forces
Determine reaction forces Use equilibrium equations Section and solve second equilibrium problem to find internal forces 100 lb Ay=100 lb Ax=0 Mz=0 100 lb a 100 lb Fy Fx Mz ME221 Lecture 14

8 General Internal Forces
In general, there is a force and moment component for each coordinate direction at a given section 6 possible unknowns Sample problems: ME221 Lecture 14

9 Example: x y z O l h P Determine the internal forces and moments in the bar built into the foundation as shown in the figure. ME221 Lecture 14

10 x y z O l h P x (l-x) P Horizontal Portion ME221 Lecture 14

11 x y z O l h P l (h-y) P y Vertical Portion ME221 Lecture 14

12 Shear and Bending Diagrams (Secs. 7.3, 7.4)
Topic is also called transversely loaded beams Beam classifications and boundary conditions Internal forces and the components’ specific rolls Relation between shear and bending Generation of shear and bending diagrams ME221 Lecture 14

13 Types of Beams by Supports
Transversely loaded beams have several standard configurations Determinate beams have the same number of reactions as nontrivial equilibrium eqns. Determinate Indeterminate Simple Overhanging Cantilever ME221 Lecture 14

14 Internal Force Component Rolls
Force components Shearing forces are transverse components Vy Vz Axial is along beam P Moment components Bending for transverse components My Mz Torsion along beam T ME221 Lecture 14

15 Shear and Moment Diagrams
-Sectioning Method -Integration -Singularity Functions ME221 Lecture 14

16 What is expected for shear and bending diagrams?
1. Show FBD and statics for each section 2. Determine equation for V(x) and M(x) 3. Draw shear and bending diagrams indicating linear or parabolic 4. Label end points of diagram as well as every region endpoint ME221 Lecture 14

17 Shear and Moment Diagrams using Sectioning Method
Generate a shear / bending diagram as follows: 1. Find reaction forces 2. Take a section on each side of an applied force or moment and inside a distributed load (take a new section whenever there is a change in the load or shape of the beam) - draw a FBD and sum forces / moments 3. Repeat 2 along the length of the beam. w(x) distributed load V(x) shear force M(x) moment ME221 Lecture 14

18 Positive Shear and Positive Moment
Sign Convention V M V M Positive Shear and Positive Moment ME221 Lecture 14

19 Effect of External Forces
Positive Shear M Positive Moment ME221 Lecture 14

20 +ve -ve 125 lb 20 lb/in 9 in. 12 in. 12 in. 12in. V x M x tension up
Tension down ME221 Lecture 14


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