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4-24 to 4-27 See Figs. P4-24 to P4-27. Determine the forces in all the members of...
PROBLEMS Section 4-4 Method of Joints 4-1 to 4-10 Refer to Figs. P4-1 to P4-10. Determine...
PROBLEMS Section 4-4 Method of Joints 4-1 to 4-10 Refer to Figs. P4-1 to P4-10. Determine the forces in all members of the trusses shown using the method of joints. Indicate the results on the truss diagram using the arrow sign convention 76 KN 16 kN 2 m FIGURE P4-4
Section 5.4 The Method of Joints 5.1 through 5.7 Calculate the forces in all members of...
Section 5.4 The Method of Joints 5.1 through 5.7 Calculate the forces in all members of the trusses shown using the method of joints. CH 10 kips В 5 kips 10-0" 8-0" 16'-0 20 PROBLEM 5.2 PROBLEM В 10 k 9 F 15 k 15 k 12 80 kN 50 kN D E 3 m С A В 5 m 2m PROBLEM 5.4 We were unable to transcribe this imageSection 5.5 The Method of Sections For Problems 5.8 through 5.14,...
For the following trusses determine the forces in all members using the method of joints. Specify...
For the following trusses determine the forces in all members
using the method of joints. Specify whether the member is in
tension or compression.
Problem #4: -5 ft . 5 ft . 5 ft 5 ft 11.5k 8 ft
1. Determine the force in all members of the truss using the method of joints 2....
1. Determine the force in all members of the truss using the method of joints 2. Determine the force in members DE,DB and AB using the method of sections To begin the analyse linear unknown forces a of the joints in Figure criteria. Therefore, we equations applied to the © = 0 M = 0 - 10 OXF, = 0 OK B 10 kip to 3 ft to 3 ft + 3 ft 3 ft . (a)
Use the method of joints to determine the forces in members (BC, BD, BE and CE)
F1 = 775 lb F2 = 499 lb L = 4 ft h = 3 ft 1- Use the method of joints to determine the forces in members (BC, BD, BE and CE) and state if the members are in tension or in compression. 2- Use the method of sections to determine the forces in members (DF, EF and EG) and state if the members are in tension or in compression.
CHAPTER FIVE Analysis of Structures 105 10 kips 40 kips 10 kips 20'-0" G H |...
CHAPTER FIVE Analysis of Structures 105 10 kips 40 kips 10 kips 20'-0" G H | 20'-0" | 20 – 0" 20' – 0" 20-0" PROBLEM 5.6 Section 5.5 The Method of Sections For Problems 5.8 through 5.14, use the method of sections. 5.8 Determine the forces in members CD, DH, and HI for the truss shown. 6 kips 8 kips 9'-0" H 22 10 kips 4 bays @ 10'-0" = 40'-0" PROBLEM 5.8 5 m 457 kN 7m 7...
Find all forces in Members AB AH BH BC CD CF GF (a) Determine the forces...
Find all forces in Members AB AH BH BC CD CF GF
(a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b) Determine the forces in members: CD, CF, and GF using Method of Sections. Н. F 4.5 m 3 m E B DI 2 KN 6 KN 8 KN - 12 m, 4 @ 3 m
Determine the reactions at supports and the forces in members CD, DG, and GH of the...
Determine the reactions at supports and the forces in members CD, DG, and GH of the truss shown by method of sections. (20 pts) 30k 30k 30k 20 15 k 12 ft А. 4 at 16 ft=64f
Part A - Determining the forces in three specified members of the truss Determine the forces...
Part A - Determining the forces in three
specified members of the truss
Determine the forces in members CD, DH, and
GH.
Express the magnitudes of the forces in pounds to three
significant figures. Separate your answers with commas.
Part B - The Sense of the Forces
State if the members considered in part A are in tension or
compression.
Complete each sentenc
e by dragging the appropriate word into the blank. The words can
be used more than once....
Problem 2: For the truss shown, compute all member forces using the method of consistent deformations...
Problem 2: For the truss shown, compute all member forces using the method of consistent deformations by taking the force in member M6 (between joints 1 and 4) as redundant. Given: E-29,000 ksi and A-2.0 in2 A-2.0 in for all members. 20 kips 3 4. M4 M5 M6 10 ft uo M1 2 10 ft
PROBLEMS Section 4-4 Method of Joints 4-1 to 4-10 Refer to Figs. P4-1 to P4-10. Determine the forces in all members of the trusses shown using the method of joints. Indicate the results on the truss diagram using the arrow sign convention 76 KN 16 kN 2 m FIGURE P4-4
Section 5.4 The Method of Joints 5.1 through 5.7 Calculate the forces in all members of the trusses shown using the method of joints. CH 10 kips В 5 kips 10-0" 8-0" 16'-0 20 PROBLEM 5.2 PROBLEM В 10 k 9 F 15 k 15 k 12 80 kN 50 kN D E 3 m С A В 5 m 2m PROBLEM 5.4 We were unable to transcribe this imageSection 5.5 The Method of Sections For Problems 5.8 through 5.14,...
For the following trusses determine the forces in all members
using the method of joints. Specify whether the member is in
tension or compression.
Problem #4: -5 ft . 5 ft . 5 ft 5 ft 11.5k 8 ft
1. Determine the force in all members of the truss using the method of joints 2. Determine the force in members DE,DB and AB using the method of sections To begin the analyse linear unknown forces a of the joints in Figure criteria. Therefore, we equations applied to the © = 0 M = 0 - 10 OXF, = 0 OK B 10 kip to 3 ft to 3 ft + 3 ft 3 ft . (a)
CHAPTER FIVE Analysis of Structures 105 10 kips 40 kips 10 kips 20'-0" G H | 20'-0" | 20 – 0" 20' – 0" 20-0" PROBLEM 5.6 Section 5.5 The Method of Sections For Problems 5.8 through 5.14, use the method of sections. 5.8 Determine the forces in members CD, DH, and HI for the truss shown. 6 kips 8 kips 9'-0" H 22 10 kips 4 bays @ 10'-0" = 40'-0" PROBLEM 5.8 5 m 457 kN 7m 7...
Find all forces in Members AB AH BH BC CD CF GF
(a) Determine the forces in members: AB, AH, BH and BC using Method of Joints. (b) Determine the forces in members: CD, CF, and GF using Method of Sections. Н. F 4.5 m 3 m E B DI 2 KN 6 KN 8 KN - 12 m, 4 @ 3 m
Determine the reactions at supports and the forces in members CD, DG, and GH of the truss shown by method of sections. (20 pts) 30k 30k 30k 20 15 k 12 ft А. 4 at 16 ft=64f
Part A - Determining the forces in three
specified members of the truss
Determine the forces in members CD, DH, and
GH.
Express the magnitudes of the forces in pounds to three
significant figures. Separate your answers with commas.
Part B - The Sense of the Forces
State if the members considered in part A are in tension or
compression.
Complete each sentenc
e by dragging the appropriate word into the blank. The words can
be used more than once....
Problem 2: For the truss shown, compute all member forces using the method of consistent deformations by taking the force in member M6 (between joints 1 and 4) as redundant. Given: E-29,000 ksi and A-2.0 in2 A-2.0 in for all members. 20 kips 3 4. M4 M5 M6 10 ft uo M1 2 10 ft
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