PEARSON ETEXT ENGINEERING MECH & STATS
15th Edition
ISBN: 9780137514724
Author: HIBBELER
Publisher: PEARSON
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Determine the force in AC, CB and AB member of the truss.
State if the members are in tension or compression.
3 ft
2 ft
6 ft
500 lb
Determine the force in each member of the following truss structures. State if the members are in the tension or compression. Show your complete solution, with free-body-diagram, using method of joints.
METHOD OF SECTIONS
2. Find the force in members BC, BE and AE of the
given truss. State whether each member is in tension
or compression. Solve also for the components of the
reactions at the supports.
3 m
5 m
300 kN
B
E
400 KN
-3 m-
3 m---
AUT
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- Determine the force in each member of the following truss structures. State if the members are in the tension or compression. Show your complete solution, with free-body-diagram, using method of joints.arrow_forwardDetermine the force in members HG, HE, and DE of the truss, and state if the members are in tension or compression. (Use method of Sections) K H G 4 ft D E F -3 ft--3 ft - 3 ft -3 ft- -3 ft - 1500 lb 1500 lb 1500 lb 1500 lb 1500 lbarrow_forwardSolve for the reactions and the internal forces of all the members. SPACE TRUSS B ftarrow_forward
- Determine the force in members JI, EF, EI, and JE of the truss, and state if the members are in tension or compression. 900lb, 1000lb, 1500lb, 1000lb. 8ft,8ft,8ft,8ft,8ft,8ft,8ft,8ft,8ft. Show complete free body diagram and solutionsarrow_forwardDetermine the force developed in member GF of the bridge truss and state if these members are in tension or compression. -10 ft- 10 ft G B -4 ft-4 ft- F E O 600 lb 800 lb -10 ft- Darrow_forwardThe compound bar is supported by a thrust bearing at A, a slider (journal) bearing at B, and the cable CD. Determine the tension in the cable and the magnitude of the bearing reaction at A. Neglect the weight of the bar. With complete fbd.arrow_forward
- Determine the force in members DC, HI, and JI of the truss. State if the members are in tension or compression. Suggestion: Use the sections shown -9 ft-6 ft--6 ft- G. -9 ft- E 6 ft '1200 lb 1600 lb 6 ft IK 12 ft -6 ft--6 ft-arrow_forwardDetermine the force in members HG, HE, and DE of the truss, and state if the members are in tension or compression. (Use method of Sections) K H G 4 ft B E F -3 ft --3 ft -- 3 ft- - 3 ft-- 3 t- 1500 lb 1500 lb 1500 lb 1500 lb 1500 lbarrow_forwardDetermine the forces in each member of the truss, and state if the members are in tension or compression. The supports at A and E are rollers. You must include FBDs. E 3 m 2 m- 1 m 1 m 2 m 600 Narrow_forward
- 1. Use the Method of Sections for this problem. Determine the force in members BC, BE, and EF of the truss and state if each member is in tension or compression. Set P1=16kN, P2=24kN. E 2 m B 2 m 1 marrow_forwardtension or Determine the force in member AC and AB of the space truss and state if the members are compression 6 kNarrow_forward4. Determine the force developed in members AB, BC, AC, and CD of the space truss and state if the members are in tension or compression. The crate has a weight of 150 lb. 6 ft. DO 6 ft 6 ft 6 ft toarrow_forward
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