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Tiêu đề Statics Episode 2 Part 2 potx
Trường học Pearson Education, Inc.
Chuyên ngành Engineering Mechanics
Thể loại Giáo trình
Năm xuất bản 2007
Thành phố Upper Saddle River
Định dạng
Số trang 40
Dung lượng 439,07 KB

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All rights reserved.This material is protected under all copyright laws as they currently exist.. All rights reserved.This material is protected under all copyright laws as they currentl

Trang 1

Positive means Tension, Negative means Compression

− 600 400

− 1414 1600

The truss, used to support a balcony, is subjected to the loading shown Approximate each joint

as a pin and determine the force in each member State whether the members are in tension or

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 2

Joint D: ( FDC FAD − ) cos ( ) θ + FDE = 0

− 800 0 1131 1600

Trang 3

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved.

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 4

− 3.13 9.37

− 9.37

Trang 5

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved.

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 6

− 6.25 18.75

− 18.75

Trang 7

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved.

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 8

Positive means tension, Negative means compression.

− 4.167

− 13.125

− 1.458

− 3.125

− 0

Determine the force in each member of the truss in terms of the external loading and state if the

members are in tension or compression.

Solution:

ΣMA = 0; − a C P + y2aP a = 0

Cy = P Joint C:

Trang 9

The maximum allowable tensile force in the members of the truss is Tmax, and the maximum

allowable compressive force is Cmax Determine the maximum magnitude P of the two loads

that can be applied to the truss.

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 10

− 1.374 1.374 1.667

Trang 11

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved.

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 12

− 471

− 667 667 0 943

− 471

Negative means compression.

Trang 13

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved.

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 14

− 1179

− 1167 1167 500 1650

− 471

Negative means compression.

Problem 6-12

Determine the force in each member of

the truss and state if the members are in

Trang 15

− sin ( ) β − FCDsin ( ) α − FEC = 0

Joint EFFE + FED = 0

FEC P2 − = 0

Joint DFCD cos ( ) α − FED = 0

FCDsin ( ) α = 0

455

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 16

Negative means Compression

Trang 17

− sin ( ) β − FCDsin ( ) α − FEC = 0

Joint EFFE + FED = 0

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 18

Negative means Compression

FAB = 1 lb FAF = 1 lb FBC = 1 lb

FBF = 1 lb FFC = 1 lb FFE = 1 lb

FED = 1 lb FEC = 1 lb FCD = 1 lb

Trang 19

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved.

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 20

− 233.3 47.1

− 112.7 112.7 300.0 377.1

Negative means Compression

FAB = 1 lb FAF = 1 lb FBC = 1 lb

FBF = 1 lb FFC = 1 lb FFE = 1lb

FED = 1 lb FEC = 1 lb FCD = 1 lb

Trang 21

Joint B FBC FAB cos − ( ) φ = 0

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 22

− 266.7 188.6 56.4 56.4 0.0 188.6

Negative means Compression

Problem 6-16

Determine the force in each member of the truss in terms of the load P and state if the members

are in tension or compression.

Solution:

Support reactions:

ΣME = 0; Ax 3 2 dP d = 0 Ax = 2P 3

Trang 23

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved.

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 24

The maximum allowable tensile force in the members of the truss is Tmax and the maximum

allowable compressive force is Cmax Determine the maximum magnitude of the load P that can

be applied to the truss.

Trang 25

− 0.373

− 0.333 0.373

− 1.202 0

Determine the force in each member of the truss and state if the members are in tension or

compression Hint: The horizontal force component at A must be zero Why?

465

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 26

Engineering Mechanics - Statics Chapter 6

− 692.82

Determine the force in each member of the truss and state if the members are in tension or

compression Hint: The resultant force at the pin E acts along member ED Why?

Units Used:

kN = 10 3 N

Units Used:

Trang 27

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved.

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 28

− 3 3

− 2.704 6.31

Negative means Compression

Problem 6-20

Each member of the truss is uniform and has a mass density ρ Determine the approximate force

in each member due to the weight of the truss State if the members are in tension or

compression Solve the problem by assuming the weight of each member can be represented as

a vertical force, half of which is applied at each end of the member.

Trang 29

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved.

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 30

− 389 314

− 736 1204

Negative means Compression

Problem 6-21

Determine the force in each member of the truss in terms of the external loading and state if the

members are in tension or compression.

Solution:

Joint B:

+ ↑ Σ Fy = 0 ; FBA sin 2 ( ) θ − P = 0

FBA = P csc 2 ( ) θ ( ) C +

Σ Fx = 0; FBAcos 2 ( ) θ − FBC = 0

FBC = Pcot 2 ( ) θ ( ) C

Joint C:

+

Σ Fx = 0; P cot 2 ( ) θ + P + FCDcos 2 ( ) θ − FCA cos ( ) θ = 0

+↑Σ F = 0; FCDsin 2 ( ) θ − FCA sin ( ) θ = 0

Trang 31

Σ Fx = 0; FDA − ⎡⎣ cot 2 ( ) θ + 1 ⎤⎦ ⎡⎣ cos 2 ( ) θ ⎤⎦ P = 0

FDA = ⎡⎣ cot 2 ( ) θ + 1 ⎤⎦ ⎡⎣ cos 2 ( ) θ ⎤⎦ P ( ) C

Problem 6-22

The maximum allowable tensile force in the members of the truss is Tmax, and the maximum

allowable compressive force is Cmax Determine the maximum magnitude P of the two loads that

can be applied to the truss

Initial guesses (assume all bars are in tension) Use a unit load

for P and then scale the answer later.

FBA = 1 kN FBC = 1 kN FCA = 1 kN

FCD = 1 kN FDA = 1 kN P = 1 kN

471

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 32

− 2.732 1.577

− 0.789

Trang 33

Engineering Mechanics - Statics Chapter 6

The Fink truss supports the loads shown Determine the force in each member and state if the

members are in tension or compression Approximate each joint as a pin.

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 35

Problem 6-24

Determine the force in each member of the double scissors truss in terms of the load P and state

if the members are in tension or compression.

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 37

Determine the force in each member of the truss and state if the members are in tension or

compression Hint: The vertical component of force at C must equal zero Why?

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 39

− 8 18.5 19.799

− 4.5

Negative means Compresson.

Problem 6-26

Each member of the truss is uniform and has a mass density ρ Remove the external loads F1

and F2 and determine the approximate force in each member due to the weight of the truss.

State if the members are in tension or compression Solve the problem by assuming the weight

of each member can be represented as a vertical force, half of which is applied at each end of

© 2007 R C Hibbeler Published by Pearson Education, Inc., Upper Saddle River, NJ All rights reserved

This material is protected under all copyright laws as they currently exist No portion of this material may

be reproduced, in any form or by any means, without permission in writing from the publisher

Trang 40

Guesses FAB = 1 N FAE = 1 N FBE = 1 N

FBC = 1 N FBD = 1 N FDE = 1 N Given

Joint E FDE FAE − = 0

FBE WAE WBE

− 857 1045

− 216 118

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