B D F 0.5 m E G 0.2 m 0.3 m 0.3 m tP=90 kN

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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In the figure showing 3 pieces of steel bar (Member AB, CD, EF) receiving rigid steel beam AE (Rigid Beam) with the appearance of a pin connection to bear the weight of the force P at point G by the size of the force P ( unit kN) equal to 90. Given that the cross-sectional area of ​​Member AB and EF = 1000 mm, and the area of ​​CD = 500 mm and the Modulus of Elasticity (E) = 200 GPa, answer the questions and show the calculation as follows: 1.1 Shown The equilibrium equation related to the above problem Determinate or Indeterminate Why? 1.2 Show the Condition of Deformation or Compatibility related to the problem in 1.1 1.3 Show the calculation for the internal force of Member AB, CD, EF and stress or axial force and indicate that the problem is considered to be Maximum statically stressed (Maximum Axial Stress). 1.4 Calculate the maximum vertical displacement of Rigid Beam AE
D
F
(0.5 m
G
C
E
0.2 m
0.3 m
0.3 m
VP=90 KN
Transcribed Image Text:D F (0.5 m G C E 0.2 m 0.3 m 0.3 m VP=90 KN
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