The supports are a hinge at A and a hinge at G in the Simple truss shown in Figure I. 1. Using Joint Method determine the internal forces in members ED & EC. 2. Using Section Method determine the internal forces in members BF & AF. B F 10 15 KN Figure I (Dimensions are in Meters and Forces are in kN)
The supports are a hinge at A and a hinge at G in the Simple truss shown in Figure I. 1. Using Joint Method determine the internal forces in members ED & EC. 2. Using Section Method determine the internal forces in members BF & AF. B F 10 15 KN Figure I (Dimensions are in Meters and Forces are in 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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![The supports are a hinge at A and a hinge at G in the Simple truss shown in Figure I.
1. Using Joint Method determine the internal forces in members ED & EC.
2. Using Section Method determine the internal forces in members BF & AF.
B
4°
F
15
KN
Figure I (Dimensions are in Meters and Forces are in kN)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb1c8b095-e8d5-4acf-bc2f-a9e031798137%2Fbad9f2a8-5ca1-4345-b229-c3e29e894478%2Fq2qtxa5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The supports are a hinge at A and a hinge at G in the Simple truss shown in Figure I.
1. Using Joint Method determine the internal forces in members ED & EC.
2. Using Section Method determine the internal forces in members BF & AF.
B
4°
F
15
KN
Figure I (Dimensions are in Meters and Forces are in kN)
![Draw the shear and bending-moment diagrams for the beam and loading shown and
determine the maximum shear stress and bending moment.
24 kN/m
64 kN m
C
D
2 m
2 m
2 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb1c8b095-e8d5-4acf-bc2f-a9e031798137%2Fbad9f2a8-5ca1-4345-b229-c3e29e894478%2F0fsed8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Draw the shear and bending-moment diagrams for the beam and loading shown and
determine the maximum shear stress and bending moment.
24 kN/m
64 kN m
C
D
2 m
2 m
2 m
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