The given bridge truss supports point loads of 200kN at joints B, D, F, H, and J. The structure is supported by pin support at the joint A and roller support at the joint I. Determine the member forces AD, CE, CF, FH, GI, and IJ. Indicate whether the forces are compression or tension. Show your calculation steps in detail and write your answers in the box below. 200 kN 200 kN 200 kN 200 kN 200 kN D F В E 7 m 4 m 3 m 5 m -5 m -5 m -5 m

The given bridge truss supports point loads of 200kN at joints B, D, F, H, and J. The structure is supported by pin support at the joint A and roller support at the joint I. Determine the member forces AD, CE, CF, FH, GI, and IJ. Indicate whether the forces are compression or tension. Show your calculation steps in detail and write your answers in the box below. 200 kN 200 kN 200 kN 200 kN 200 kN D F В E 7 m 4 m 3 m 5 m -5 m -5 m -5 m

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

The given bridge truss supports point loads of 200kN at joints B, D, F, H, and J. The structure is supported by
pin support at the joint A and roller support at the joint I. Determine the member forces AD, CE, CF, FH, GI,
and IJ. Indicate whether the forces are compression or tension. Show your calculation steps in detail and write
your answers in the box below.
200 kN
200 kN
200 kN
200 kN
200 kN
D
F
В
E
7 m
4 m
3 m
-5 m
-5 m
5 m
-5 m

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