11:47wamap.orgA truss has geometry and loads as shown in the figure andparameter table. Use method of sections to find the forces inmembers FG, BF, BC. Follow the convention that tensileforces are positive, and compressive forces are negative.AP₁P₂P3060сс2021 Cathy ZupkeGL₁L2L3LAP₁P₂P3P₁ALLEparameter value53.53.53.5468၁ထ10unitsmmΣΙΣΙΣΙΣ|3|3KNKNKNKNPA4BL3с 1L₂900D P₂P3cc 08BY NO SA2021 Cathy ZupkeL₁L2L3LAP₁P₂P3AGparameter value units53.53.53.5468P₁FE10Force in member FG=Force in member BF=Force in member BC=mmmmKNKNKNKNL₁200KNKNKNс 1L₂کیD

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A truss has geometry and loads as shown in the figure and parameter table. Use method of sections to find the forces in members FG, BF, BC. Follow the convention that tensile forces are positive, and compressive forces are negative.

A truss has geometry and loads as shown in the figure and parameter table. Use method of sections to find the forces in members FG, BF, BC. Follow the convention that tensile forces are positive, and compressive forces are negative.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

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11:47
wamap.org
A truss has geometry and loads as shown in the figure and
parameter table. Use method of sections to find the forces in
members FG, BF, BC. Follow the convention that tensile
forces are positive, and compressive forces are negative.
A
P₁
P₂
P3
060
сс
2021 Cathy Zupke
G
L₁
L2
L3
LA
P₁
P₂
P3
P₁
ALL
E
parameter value
5
3.5
3.5
3.5
4
6
8
၁ထ
10
units
m
m
ΣΙΣΙΣΙΣ|3|3
KN
KN
KN
KN
PA
4
B
L3
с 1
L₂
900
D

P₂
P3
cc 08
BY NO SA
2021 Cathy Zupke
L₁
L2
L3
LA
P₁
P₂
P3
A
G
parameter value units
5
3.5
3.5
3.5
4
6
8
P₁
F
E
10
Force in member FG=
Force in member BF=
Force in member BC=
m
m
m
m
KN
KN
KN
KN
L₁
200
KN
KN
KN
с 1
L₂
کی
D

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