For number 1 and 2. Use the method of joints to determine the force in each member of the roof truss shown. State whether each member is in tension or compression. 6 m- 1.2 kN - 6 m -6m- 2.4 kN 2.4 kN 1.2 kN 7.5 m Answers: AB = 6.24 kN C: AC = 2.76 kN T; BC = 2.50 kN C:; BD = 4.16 kN C; CD = 1.867 kN T; CE = 2.88 kN T; DE = 3.75 kN C: DF = 0; EF = 1.20 kN C m SITY
For number 1 and 2. Use the method of joints to determine the force in each member of the roof truss shown. State whether each member is in tension or compression. 6 m- 1.2 kN - 6 m -6m- 2.4 kN 2.4 kN 1.2 kN 7.5 m Answers: AB = 6.24 kN C: AC = 2.76 kN T; BC = 2.50 kN C:; BD = 4.16 kN C; CD = 1.867 kN T; CE = 2.88 kN T; DE = 3.75 kN C: DF = 0; EF = 1.20 kN C m SITY
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter5: Three-dimensional Equilibrium
Section: Chapter Questions
Problem 5.1P: Bar AB of negligible weight is supported by a ball-and-socket joint at B and two cables attached at...
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