5.35KNcompression12.59KN 12.59KNcompression11.02KNcompression5.97KNtension5.93KNcompression4.02KN5.35KNtension6.29KNtension6.29KNcompression5.93KNtension4.02KNCompression11.02KN5.97KNtensiontensioncompressiontensionbar force on member abbar force on member bcbar force on member cdbar force on member debar force on member efbar force on member fabar force on member adbar force on member bebar force on member cf PE Problem for Module 2.1: Solve the complex truss below bythe method of substitution. See component reactions at thesupports. Match the axial bar force by ticking the circle thatcorresponds to your answer according to your solution. *2m16KN4m16 KNa1m4m4m10 KN10 KN

Answered: Image /qna-images/answer/b5f17190-0e31-44fe-93bc-42f0b7e2e07b.jpg

PE Problem for Module 2.1: Solve the complex truss below by the method of substitution. See component reactions at the supports . Match the axial bar force by ticking the circle that corresponds to your answer according to your solution. *

PE Problem for Module 2.1: Solve the complex truss below by the method of substitution. See component reactions at the supports . Match the axial bar force by ticking the circle that corresponds to your answer according to your solution. *

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter5: Three-dimensional Equilibrium

Section: Chapter Questions

Problem 5.26P: The figure shows the FBD of a portion of the space truss shown in Fig. P5.25. Use this FBD to find...

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Question

100%

5.35KN
compression
12.59KN 12.59KN
compression
11.02KN
compression
5.97KN
tension
5.93KN
compression
4.02KN
5.35KN
tension
6.29KN
tension
6.29KN
compression
5.93KN
tension
4.02KN
Compression
11.02KN
5.97KN
tension
tension
compression
tension
bar force on member ab
bar force on member bc
bar force on member cd
bar force on member de
bar force on member ef
bar force on member fa
bar force on member ad
bar force on member be
bar force on member cf

PE Problem for Module 2.1: Solve the complex truss below by
the method of substitution. See component reactions at the
supports. Match the axial bar force by ticking the circle that
corresponds to your answer according to your solution. *
2m
16KN
4m
16 KN
a
1m
4m
4m
10 KN
10 KN

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