Two rods are connected to the roof. All joints are hinged. AC = BC = 1 m. Load 'F KN' is acting in the horizontal direction. 'F = Question number'. The diameter of the rods is 5mm and E = 200 GPa. Calculate the vertical and horizontal deflection of joint C. Write the solution step by step. Make sure to present your solutions clearly and legibly. (Example: If question number is 2, F = 2) B A 80° F KN Y X
Two rods are connected to the roof. All joints are hinged. AC = BC = 1 m. Load 'F KN' is acting in the horizontal direction. 'F = Question number'. The diameter of the rods is 5mm and E = 200 GPa. Calculate the vertical and horizontal deflection of joint C. Write the solution step by step. Make sure to present your solutions clearly and legibly. (Example: If question number is 2, F = 2) B A 80° F KN Y X
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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Question
Take F =6 kN

Transcribed Image Text:Two rods are connected to the roof. All joints are hinged. AC = BC = 1 m.
Load 'F KN' is acting in the horizontal direction. 'F = Question number'.
The diameter of the rods is 5mm and E = 200 GPa. Calculate the vertical and
horizontal deflection of joint C. Write the solution step by step. Make sure to
present your solutions clearly and legibly. (Example: If question number is
2, F = 2)
B
A
____//////
80°
F KN
у
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Step 1: Draw actual truss, virtual trusses for horizontal deflection and vertical deflection of joint C.
VIEWStep 2: Evaluate internal resistance forces in members AC and BC for actual truss.
VIEWStep 3: Evaluate internal forces in members AC and BC in virtual loading for horizontal deflection.
VIEWStep 4: Evaluate internal forces in members AC and BC in virtual loading for vertical deflection.
VIEWStep 5: Tabulate the data.
VIEWStep 6: Apply virtual work method to find deflection of point C.
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