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determine the force in each member of the truss and state if the members are tension or compression. The truss is symmetric. I want to know the solutions for this answer

determine the force in each member of the truss and state if the members are tension or compression. The truss is symmetric. I want to know the solutions for this answer

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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determine the force in each member of the truss and state if the members are tension or compression. The truss is symmetric. I want to know the solutions for this answer.
Recording AutoSave OFF O O ... D TRUSS ANALYSIS.docx – Saved to my Mac Home Insert Draw Design Layout References Mailings Review View Developer O Tell me e Share O Comments Cambria (B. v 13 v A A A E AaBbCcDdE AA AaBbC AaBbCcD AABB AaBbCcDd Aa v BI U A . Dv A v Date Heading 1 Heading 2 Styies Pane Paste v * x, x Dietate Normal Titla Subtitia Editor Determine the force in each member of the truss and state whether the force is in tension or compression. The truss is symmetric. FAB = 8.660 kips (T) - 6 ft- 6 ft → 6 ft→+ 6 ft 6 ft 6 ft →- FAE = 10.000 kips (C) 2 kip 2 kip 2 kip Ffi = 1.732 kips (C) K 2 kip 2 kip Fef = 1.732 kips (T) I FEI = 9.000 kips (C) 60° F 60° E G FBE = 3.000 kips (C) 30° A D B FBF = 1.732 kips (T) FBC = 5.196 kips (T) FIK = 8.000 kips (C) FFK = 3.464 kips (T) Page 1 of 6 358 words English (United States) O Focus - 198%
Transcribed Image Text:Recording AutoSave OFF O O ... D TRUSS ANALYSIS.docx – Saved to my Mac Home Insert Draw Design Layout References Mailings Review View Developer O Tell me e Share O Comments Cambria (B. v 13 v A A A E AaBbCcDdE AA AaBbC AaBbCcD AABB AaBbCcDd Aa v BI U A . Dv A v Date Heading 1 Heading 2 Styies Pane Paste v * x, x Dietate Normal Titla Subtitia Editor Determine the force in each member of the truss and state whether the force is in tension or compression. The truss is symmetric. FAB = 8.660 kips (T) - 6 ft- 6 ft → 6 ft→+ 6 ft 6 ft 6 ft →- FAE = 10.000 kips (C) 2 kip 2 kip 2 kip Ffi = 1.732 kips (C) K 2 kip 2 kip Fef = 1.732 kips (T) I FEI = 9.000 kips (C) 60° F 60° E G FBE = 3.000 kips (C) 30° A D B FBF = 1.732 kips (T) FBC = 5.196 kips (T) FIK = 8.000 kips (C) FFK = 3.464 kips (T) Page 1 of 6 358 words English (United States) O Focus - 198%
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