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4 m B D A C 3 m 3 m Figure Q17 FL E 12 kN 16 KN A. A good starting point to solve this problem is to find the horizontal reaction at node B but this is not required to the internal force in member DF. B. The most appropriate method to use is Method of Sections. c. The solution to the problem is found to be -16 kN (C). D. We should resolve forces in the vertical direction to first identify the internal force DF. E. We should Method of Sections by cutting through members DF, DE and CE. F. The most appropriate method to find DF use is Method of Joints. G. We should use Method of Joints at node F to find the internal force in member DF. H. We should resolve forces in the horizontal direction to easily identify the internal force DF. OI. The starting point to solve this problem is to find all reactions at nodes A and B as they will be required for DF calculations. OJ. The solution to the problem is found to be 16 kN (T).

4 m B D A C 3 m 3 m Figure Q17 FL E 12 kN 16 KN A. A good starting point to solve this problem is to find the horizontal reaction at node B but this is not required to the internal force in member DF. B. The most appropriate method to use is Method of Sections. c. The solution to the problem is found to be -16 kN (C). D. We should resolve forces in the vertical direction to first identify the internal force DF. E. We should Method of Sections by cutting through members DF, DE and CE. F. The most appropriate method to find DF use is Method of Joints. G. We should use Method of Joints at node F to find the internal force in member DF. H. We should resolve forces in the horizontal direction to easily identify the internal force DF. OI. The starting point to solve this problem is to find all reactions at nodes A and B as they will be required for DF calculations. OJ. The solution to the problem is found to be 16 kN (T).

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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4 m B D A C 3 m 3 m Figure Q17 FL E 12 kN 16 KN A. A good starting point to solve this problem is to find the horizontal reaction at node B but this is not required to the internal force in member DF. B. The most appropriate method to use is Method of Sections. c. The solution to the problem is found to be -16 kN (C). D. We should resolve forces in the vertical direction to first identify the internal force DF. E. We should Method of Sections by cutting through members DF, DE and CE. F. The most appropriate method to find DF use is Method of Joints. G. We should use Method of Joints at node F to find the internal force in member DF. H. We should resolve forces in the horizontal direction to easily identify the internal force DF. OI. The starting point to solve this problem is to find all reactions at nodes A and B as they will be required for DF calculations. OJ. The solution to the problem is found to be 16 kN (T).
Transcribed Image Text:4 m B D A C 3 m 3 m Figure Q17 FL E 12 kN 16 KN A. A good starting point to solve this problem is to find the horizontal reaction at node B but this is not required to the internal force in member DF. B. The most appropriate method to use is Method of Sections. c. The solution to the problem is found to be -16 kN (C). D. We should resolve forces in the vertical direction to first identify the internal force DF. E. We should Method of Sections by cutting through members DF, DE and CE. F. The most appropriate method to find DF use is Method of Joints. G. We should use Method of Joints at node F to find the internal force in member DF. H. We should resolve forces in the horizontal direction to easily identify the internal force DF. OI. The starting point to solve this problem is to find all reactions at nodes A and B as they will be required for DF calculations. OJ. The solution to the problem is found to be 16 kN (T).
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