MEM202 Engineering Mechanics - Statics MEM

MEM202 Engineering Mechanics - Statics MEM Chapter 7 Trusses, Frames, and Machines 1 MEM MEM202 Engineering Mechanics - Statics 7.2 Plane Truss...
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MEM202 Engineering Mechanics - Statics

MEM

Chapter 7 Trusses, Frames, and Machines

1

MEM

MEM202 Engineering Mechanics - Statics

7.2 Plane Trusses Before this chapter

R1

F1

F2

Determine the reactions, R1 and R2, of a rigid body subjected to a pair of forces F1, and F2.

In this chapter

R2

R1

F1

F2

R2

Determine the reactions, R1 and R2, and the forces in nine rigid members that are joined together with six pin joints, subjected to a pair of forces F1, and F2.

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MEM202 Engineering Mechanics - Statics

MEM

7.2 Plane Trusses Idealized trusses 1. Members are connected together at their ends only. 2. Members are connected together by frictionless pins. 3. Loads are applied only at the joints. (Thus, all members are two-force members.) 4. Weights of members are neglected.

An actual riveted truss joint, which transmits both forces and moments among connecting members

An idealized frictionless pin connection, which transmits forces among connecting members, but not moments. This assumption can be justified so long as the members are long. 3

MEM

MEM202 Engineering Mechanics - Statics

7.2 Plane Trusses A triangle is the building block of all plane trusses 1 A

B

B

3

4 3 5

1

2 C

A

2 C

D

F 8

7

9

6

m = 2j−3

12 11 13

10

H

G

E

m = NUMBER OF MEMBERS; j = NUMBER OF JOINTS Total unknowns: m (one for each member) + 3 (3 support reactions). Each joint yields two equations (ΣFx = 0, ΣFy = 0) Is a truss always “stable” and “solvable” when m = 2j -3 is satisfied? 4

MEM

MEM202 Engineering Mechanics - Statics

7.2 Plane Trusses A triangle is the building block of all plane trusses 1 A

B

B

3

4 3 5

1

2 C

A

2 C

D

F 8

7

9

6

m = 2j−3

12 11 13

10

H

G

E

m = NUMBER OF MEMBERS; j = NUMBER OF JOINTS Total unknowns: m (one for each member) + 3 (3 support reactions). Each joint yields two equations (ΣFx = 0, ΣFy = 0) Is a truss always “stable” and “solvable” when m = 2j -3 is satisfied? 5

MEM202 Engineering Mechanics - Statics

MEM

7.2 Plane Trusses Rigidity and Solvability of A Truss

m=2j−r m: # of Members j: # of Joints r: # of Reactions

m = 2j−3

m=2j−r

j = 9 m = 15 2 j − 3 = 15 = m

j = 9 m = 15 r = 3 2 j − r = 15 = m

j = 9 m = 14 2 j − 3 = 15 ≠ m

j = 9 m = 14 r = 4 2 j − r = 14 = m

j=6 m=9 2j−3= 9 = m

j=6 m=9 r=3 2j−r =9=m

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MEM202 Engineering Mechanics - Statics

MEM

7.2 Plane Trusses m=2j−r j = 8 m = 12 r = 3 2 j − r = 13 > m = 12 j = 8 m = 14 r = 3 2 j − r = 13 < m = 14 j = 10 m = 16 r = 3 2 j − r = 17 > m = 16

j = 8 m = 13 r = 3 2 j − r = 13 = m

Yet, it is unstable!

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MEM202 Engineering Mechanics - Statics

MEM

7.2 Plane Trusses Method of Joints 1. Draw a free-body diagram of the entire structure and determine the reactions (if r = 3). 2. Draw free-body diagrams for all members (assume tensile forces in all members) and all joints. 3. Set up the equilibrium equations for each joint and solve them one joint at a time, begin with those that have at most two unknowns. 4. Check the results at the last joint.

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MEM202 Engineering Mechanics - Statics

MEM

7.2 Plane Trusses Method of Joints Reactions

∑ M = (8)B − (4)(1000) − (8)(2000) = 0 ∑ M = −(8)A − (4)(1000) = 0 ∑ F = A + 1000 = 0 A

y

B

x

y

x

Ax = −1000 lb Ay = −500 lb B y = 2500 lb 9

MEM202 Engineering Mechanics - Statics

MEM

7.2 Plane Trusses Method of Joints ⎧∑ F A: ⎨ 2000 lb ⎩∑ F D

D

TCD

C TCD

TAD TCD TCD

TAC

TAD

C

D

C

A

B

TAD

TAC

A

TAD

TAC

A

1000 lb A TAB TAB 500 lb

TBC TAB TAB

y

= TAD + TAC sin θ − 500 = 0

⎧∑ Fx = −TCD − TAC cos θ = 0 C:⎨ ⎩∑ Fy = −TBC − TAC sin θ − 2000 = 0 ⎧∑ Fx = TCD + 1000 = 0 D:⎨ ⎩∑ Fy = TAD = 0

TBC

B

= TAB + TAC cos θ − 1000 = 0

⎧∑ Fx =TAB = 0 C B:⎨ TBC ⎩∑ Fy = TBC + 2500 = 0

TBC

TAC

x

B

D (TAD , TCD ) ⇒ C (TAC , TBC )

⇒ A(TAB , TAC ) ⇒ B (TAB , TBC )

2500 lb 10

MEM202 Engineering Mechanics - Statics

MEM

7.2 Plane Trusses Method of Joints ? m=2j−r ?

j=4 m=5 r=3 2j−r =5=m

j=4 m=5 r=4 2j−r =4

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