Activity 1. For the truss shown in the figure, determine the forces acting on membersAB, AC,BC,CE by method of joints.[Ans. AB=247.88KN(C), BC=50KN(T), CE=AC=206.25KN(T)]100 N50N50 N2mH1.5mC 1.5m E1.5m G50NActivity 2. Solve for the force acting on members AB, AC and BC of the Warren Trussshown using method of joint.[Ans. AB=672KN(T), AC=300KN(C), BC=672KN(C)]400 KN300 KND+6m6m6m6m600KN200 KN

Answered: Image /qna-images/answer/4e3b4dfe-7c10-4a7b-b993-d338364027ac.jpg

Activity 1. For the truss shown in the figure, determine the forces acting on members AB, AC,BC,CE by method of joints.[Ans. AB=247.88KN(C), BC=50KN(T), CE=AC=206.25KN(T)] 100 N 50N 50 N 2m 1.5m C 1.5m 1.5m 50N

Activity 1. For the truss shown in the figure, determine the forces acting on members AB, AC,BC,CE by method of joints.[Ans. AB=247.88KN(C), BC=50KN(T), CE=AC=206.25KN(T)] 100 N 50N 50 N 2m 1.5m C 1.5m 1.5m 50N

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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Concept explainers

Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.

Question

Activity 1. For the truss shown in the figure, determine the forces acting on members
AB, AC,BC,CE by method of joints.[Ans. AB=247.88KN(C), BC=50KN(T), CE=AC=206.25KN(T)]
100 N
50N
50 N
2m
H
1.5m
C 1.5m E
1.5m G
50N
Activity 2. Solve for the force acting on members AB, AC and BC of the Warren Truss
shown using method of joint.
[Ans. AB=672KN(T), AC=300KN(C), BC=672KN(C)]
400 KN
300 KN
D+
6m
6m
6m
6m
600KN
200 KN

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