Statics and Mechanics of Materials (5th Edition)
5th Edition
ISBN: 9780134382593
Author: Russell C. Hibbeler
Publisher: PEARSON
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Textbook Question
Chapter 5.3, Problem 5FP
Identify the zero-force members in the truss.
Prob. F5-5
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6-11. Determine the force in each member of the Pratt
truss, and state if the members are in tension or compression.
J
2 m
2 m
L
H
2 m
C
E
F
-2 m--2 m--2 m--2 m---2 m--2 m-
10 kN
10 kN
20 kN
Prob. 6-11
6-3. Determine the force in each member of the truss.
State if the members are in tension or compression.
3 ft-
3 ft-
3 ft-
В
F
13,
12
4 ft
4 ft
130 lb
E
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6-30. Determine the force in members CD, HI, and CH of
the truss, and state if the members are in tension or
compression.
-3 ft--3 ft--3 a--3a--3 -
1500 Ib 1500 lb 1500 Ib 1500 Ib 1500 lb
Probs. 6–29/30
Chapter 5 Solutions
Statics and Mechanics of Materials (5th Edition)
Ch. 5.3 - In each ease, calculate the support reactions and...Ch. 5.3 - Identify the zero-force members in each truss....Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.3 - Determine the greatest load P that can be applied...Ch. 5.3 - Identify the zero-force members in the truss....Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.3 - Determine the force in each member of the truss...
Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.3 - Determine the force in each member of the truss,...Ch. 5.3 - Determine the force in each member of the truss,...Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.3 - Determine the force in each member of the truss in...Ch. 5.3 - Members AB and BC can each support a maximum...Ch. 5.3 - Members AB and BC can each support a maximum...Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.3 - If the maximum force that any member can support...Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.3 - Determine the force in each member of the truss...Ch. 5.4 - Determine the force in members BC, CF, and FE and...Ch. 5.4 - Determine the force in members LK, KC, and CD of...Ch. 5.4 - Determine the force in members KJ, KD, and CD of...Ch. 5.4 - Determine the force in members EF, CF, and BC of...Ch. 5.4 - Determine the force in members GF, GD, and CD of...Ch. 5.4 - Determine the force in members DC, HI, and JI of...Ch. 5.4 - Determine the force in members DC, HC and HI of...Ch. 5.4 - Determine the force in members ED, EH, and GH of...Ch. 5.4 - Determine the force in members HG, HE, and DE of...Ch. 5.4 - Determine the force in members CD, HI, and CH of...Ch. 5.4 - Determine the force in members CD, CJ, KJ, and DJ...Ch. 5.4 - Prob. 22PCh. 5.4 - The Howe truss is subjected to the loading shown....Ch. 5.4 - The Howe truss is subjected to the loading shown....Ch. 5.4 - Determine the force in members EF, CF, and BC, and...Ch. 5.4 - Determine the force in members AF, BF, and BC, and...Ch. 5.4 - Prob. 27PCh. 5.4 - Determine the force in members BC, BE, and EF of...Ch. 5.4 - Prob. 29PCh. 5.4 - Determine the force in members CD, CF, and CG and...Ch. 5.4 - Determine the force developed in members FE, EB,...Ch. 5.5 - In each ease, identify any two-force members, and...Ch. 5.5 - F5-13. Determine the force P needed to hold the...Ch. 5.5 - Determine the horizontal and vertical components...Ch. 5.5 - If a 100-N force is applied to the handles of the...Ch. 5.5 - Determine the horizontal and vertical components...Ch. 5.5 - Determine the force P required to hold the 100-lb...Ch. 5.5 - In each case, determine the force P required to...Ch. 5.5 - Determine the force P required to hold the 50-kg...Ch. 5.5 - Determine the force P required to hold the 150-kg...Ch. 5.5 - Determine the reactions at the supports A, C, and...Ch. 5.5 - Determine the resultant force at pins A, B, and C...Ch. 5.5 - Determine the reactions at the supports at A, E,...Ch. 5.5 - The wall crane supports a load of 700 lb....Ch. 5.5 - The wall crane supports a load of 700 lb....Ch. 5.5 - Determine the horizontal and vertical components...Ch. 5.5 - Determine the force in members FD and DB of the...Ch. 5.5 - Determine the force that the smooth 20-kg cylinder...Ch. 5.5 - The three power lines exert the forces shown on...Ch. 5.5 - The pumping unit is used to recover oil. When the...Ch. 5.5 - Determine the force that the jaws J of the metal...Ch. 5.5 - Prob. 47PCh. 5.5 - Prob. 48PCh. 5.5 - Prob. 49PCh. 5.5 - Determine the force created in the hydraulic...Ch. 5.5 - The hydraulic crane is used to lift the 1400-lb...Ch. 5.5 - Determine force P on the cable if the spring is...Ch. 5.5 - Prob. 53PCh. 5.5 - Prob. 54PCh. 5.5 - Prob. 55PCh. 5.5 - Determine the force P on the cable if the spring...Ch. 5.5 - Prob. 57PCh. 5.5 - Prob. 58PCh. 5.5 - Prob. 59PCh. 5.5 - Prob. 60PCh. 5.5 - The platform scale consists of a combination of...Ch. 5 - All the problems solutions must include FBDs....Ch. 5 - Determine the force in each member of the truss...Ch. 5 - Determine the force in member GJ and GC of the...Ch. 5 - Determine the force in members GF, FB, and BC of...Ch. 5 - Prob. 5RPCh. 5 - Determine the horizontal and vertical components...Ch. 5 - Prob. 7RPCh. 5 - Determine the resultant forces at pins B and C on...
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- tension or compression. Approximate each joint as a pin. 6-23. The Fink truss supports the loads shown. Determine the force in each member and state if the members are in or 500 lb 1000 lb 2.5 ft 1000 lb 2.5 ft ID 1000 lb 30° 2.5 ft 500 lb 2.5 ft 30° A H Prob. 6-23arrow_forward5. Determine the force in each member of the truss and indicate whether the members are in tension of compression. 800 N Prob. 5-8 3 m 3 m G E 5 m -3 m-3 m + -5 marrow_forward6-34. The Howe truss is subjected to the loading shown. Determine the force in members GH, BC, and BG of the truss and state if the members are in tension or compression. 5 kN G 5 kN 5 kN 3 m 2 kN 2 kN -2 m- -2 m- Probs. 6-33/34arrow_forward
- Problem 6. •5-5. Draw the free-body diagram of the truss that is supported by the cable AB and pin C. B 30° 2 m 3 kN 4 kN 2 m 2 m 2 m Prob. 5-5arrow_forward6-9. Determine the force in each member of the truss and state if the members are in tension or compression. Set P=3 kN, P,=6 kN. m B 4 m Probs. 6-9/10 6-43. Determine the force in members CD, CJ, GJ, and вс. CG and state if these members are in tension or compression. 12 kN 6 kN 9 kN G 4 kN H. 6 kN 2 m 1m 1 marrow_forwardDetermine the horizontal and vertical components of reaction at the pin A and the tension developed in cable BC used to support the steel frame. •5 60 kN m1m 1m 30 kN m 3 m Prob. 5-21arrow_forward
- *5-24. Determine the force in members ED, EH, and GH of the truss and state if the members are in tension or compression. 50 kN 40 kN -2 m- -2 m- -2 m- 1.5 m -30 kN 1.5 m 40 kN 1.5 marrow_forward6-9. Determine the force in each member of the truss state if the members are in tension or compression. P₁ = 800 lb, P₂ = 600 lb. bers 10 ft - A P₂ 30⁰ B 60° 10 ft- P₁ с F D 60° Prob. 6-9 30° -10 ft-arrow_forward6-51. Determine the force in each member of the space truss and state if the members are in tension or compression. The truss is supported by short links at A, B, and C. 4 ft. X 2 ft D Z 8 ft B Prob. 6-51 {500j} lb 3 ft 2 ft yarrow_forward
- *5-8. Draw the free-body diagram of member ABC which is supported by a smooth collar at A, roller at B, and short link CD. Explain the significance of each force acting on the diagram. (See Fig. 5-7b.) 2.5 kN 3 m 4kN m 4 m 6m Prob. 5-8arrow_forward2m- Probs. 6-1/2 *6-36. Determine the force in members AF, BF, and BC, and state if the members are in tension or compression. 6-43. De CG and sta 1.5 m 4 kN E 2 m 4 kN 8 kN F 2 m 1.5 m- Probs. 6-35/36arrow_forward6-21. A force of P = 8 lb is applied to the handles of the pliers. Determine the force developed on the smooth bolt B and the reaction that pin A exerts on its attached members. P -5 in. +1.5 in.- 1.25 in. 1.25 in. P Prob. 6-21 A Barrow_forward
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