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ENGI 1313 Mechanics I. Lecture 28:Method of Joints. Lecture 28 Objective. to understand the method of joints for establishing forces in truss members. Recall 2D Rigid Body Equilibrium. Support Reactions. A x. A y. C y. Method of Joints. Joint Equilibrium FBD at a joint - PowerPoint PPT Presentation
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Shawn Kenny, Ph.D., P.Eng.Assistant ProfessorFaculty of Engineering and Applied ScienceMemorial University of [email protected]
ENGI 1313 Mechanics I
Lecture 28: Method of Joints
2 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Lecture 28 Objective
to understand the method of joints for establishing forces in truss members
3 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Recall 2D Rigid Body Equilibrium
Support Reactions
0Fx
0Fy
0Mx
Ay
Ax
Cy
4 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Method of Joints
Joint Equilibrium FBD at a joint Particle equilibrium
concepts Solve for member
forces
5 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Method of Joints (cont.)
Joint Forces Tension pulls
on joint• + convention
Compression pushes on joint• - convention
Newton’s 3rd Law• T pull on member• C push on member
CBBC FFC ABBA FFT
6 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Method of Joints Equilibrium Equations
Two-Force Member Coplanar and
concurrent force system What does this mean?
0Fx
0Fy 0Mx
Necessary for Equilibrium
Automatically Satisfied
7 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Procedure for Method of Joints
1. Find Support Reactions Typically required but not always necessary
2. Draw FBD at Truss Joint Select joint with 1 known force and at most 2
unknowns Assume forces are tensile (positive scalar)
unless obvious by inspection
3. Apply Equations of Equilibrium4. Repeat for all Joints
8 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Joint Free Body Diagrams
CBF
ABF
ACF
9 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Coordinate Axes Orientation
10 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Coordinate Axes Orientation (cont.)Resolve FCB
Find Support Reactions 045sinF30cosF0F CBCDx
045cosF30sinFkN5.10F CBCDy
015sinF30coskN5.10F CBy
kN02.5FCB
11 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Coordinate Axes Orientation (cont.)Resolve FCB
Find Support Reactions Resolve FCD
12 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Example 28-01
Determine the force in each member. Indicate whether the member is in tension (T) or compression (C).
13 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Example 28-01 (cont.)
Where to Start? Examine joints
• # Known Forces?
• # Unknown Forces? 0Fx
045sinFN500 BC
)C(N707FBC
0Fx
045sinFN500 BC
)C(N707N707FBC
FBA
FBC
500N
14 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Example 28-01 (cont.)
Joint B 0Fx
0Fy
045sinFN500 BC
)C(N707FBC
0F45cosF BABC
)T(N500FBA
15 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Example 28-01 (cont.)
Joint C 0Fx
0Fy
045cosN1.707FCA
)T(N500FCA
045sinN1.707Cy
N500Cy CBF
16 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Example 28-01 (cont.)
Joint A 0Fx
0Fy
0N500Ax
N500Ax
0N500Ay
N500Ay ABF
ACF
17 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Example 28-01 (cont.)
Support Reactions More than 2 unknowns at
each joint then determine reactions first
For this case not necessary but to show equivalence
0Fx 0Fy
0N500Ax
N500Ax
0CA yy
N500Ay
Ay
Ax
Cy
0MA
0m2Cm2N500 y
N500Cy
18 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
Example 28-01 (cont.)
Results Summary
19 ENGI 1313 Statics I – Lecture 28© 2007 S. Kenny, Ph.D., P.Eng.
References
Hibbeler (2007) http://wps.prenhall.com/
esm_hibbeler_engmech_1