5.14 Calculate the forces in the members of the truss shown using the method of joints. A 2 kips B E 90° 8 kips C F 6 kips 4 kips 3 bays @ 12'-0" = 36'-0" 12'-0"
5.14 Calculate the forces in the members of the truss shown using the method of joints. A 2 kips B E 90° 8 kips C F 6 kips 4 kips 3 bays @ 12'-0" = 36'-0" 12'-0"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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5.14 - Calculate the forces in the members of the truss shown using the method of joints.
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VIEWStep 2: calculation of reaction force at point A & D
VIEWStep 3: calculation of force of members at point A & E
VIEWStep 4: calculation of force of members at joint D
VIEWStep 5: calculation of force of members at joint c
VIEWStep 6: calculation of force of members at joint F
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