F1. 10 kN F2- 26 kN F3 =8 kN 8m F4- 44 kN E 1] What is the resultant moment of the five forces acting on the rod about point B? e) 98.1 kN.m ) 66.1 kN.m ) 25.1 KN.m a) 41.5 KN.m b) 34.5 kN.m a) 78.1 KN.m 2] What is the resultant moment of the five forces acting on the rod about point E? a) - 9.6 kN.m b) - 18.S KN.m -5.8 kN.m d) - 29.1 kN.m )- 14.9 KN.m 0-22.9 KN.m 3] What is the moment of the force F1 about point D? a) - 22.6 kN.m b) - 1s.5 KN.m 0-39.8 kN.m d) - 7.8 KN.m e) - 94.7 kN.m 0-49.9 KN.m WE
F1. 10 kN F2- 26 kN F3 =8 kN 8m F4- 44 kN E 1] What is the resultant moment of the five forces acting on the rod about point B? e) 98.1 kN.m ) 66.1 kN.m ) 25.1 KN.m a) 41.5 KN.m b) 34.5 kN.m a) 78.1 KN.m 2] What is the resultant moment of the five forces acting on the rod about point E? a) - 9.6 kN.m b) - 18.S KN.m -5.8 kN.m d) - 29.1 kN.m )- 14.9 KN.m 0-22.9 KN.m 3] What is the moment of the force F1 about point D? a) - 22.6 kN.m b) - 1s.5 KN.m 0-39.8 kN.m d) - 7.8 KN.m e) - 94.7 kN.m 0-49.9 KN.m WE
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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