mation mit All vers Left tion 1 Question 1. C Area A mplem tion 2 plete Ares AZ The figure (not drawn to scale) shows a prismatic bar subjected to axial (direct) forces F1 and F2. Given Young's modulus E=100 GPa, forces F=60 kN, F₂ = 90 kN, Lengths L₁ = 380 mm and L₂ = 200 mm, and cross-section areas A₁ = 190 mm² and A₂ = 500 mm², calculate the internal forces FBC and FAB in kN, the stresses σBC and σAB in MPa, and the total displacement dc in mm. Enter your answera in the boxes below. Respect the sign convention for tension and compression! The answers are acceptable within a tolerance of 1 kN for the force, 1 MPa for the stresses, and 0.01 mm for the displacement. FBC: kN FAB KN BC MPa AB: MPa δε : mm 16°C Mostly cloudy Q Search

Algebra & Trigonometry with Analytic Geometry
13th Edition
ISBN:9781133382119
Author:Swokowski
Publisher:Swokowski
Chapter7: Analytic Trigonometry
Section7.6: The Inverse Trigonometric Functions
Problem 92E
Question
mation
mit All
vers
Left
tion 1
Question 1.
C
Area A
mplem
tion 2
plete
Ares AZ
The figure (not drawn to scale) shows a prismatic bar subjected to axial (direct) forces F1 and F2.
Given
Young's modulus E=100 GPa,
forces F=60 kN, F₂ = 90 kN,
Lengths L₁ = 380 mm and L₂ = 200 mm,
and cross-section areas A₁ = 190 mm² and A₂ = 500 mm²,
calculate the internal forces FBC and FAB in kN,
the stresses σBC and σAB in MPa,
and the total displacement dc in mm.
Enter your answera in the boxes below.
Respect the sign convention for tension and compression!
The answers are acceptable within a tolerance of 1 kN for the force, 1 MPa for the stresses, and 0.01 mm for the displacement.
FBC:
kN
FAB
KN
BC
MPa
AB:
MPa
δε :
mm
16°C
Mostly cloudy
Q Search
Transcribed Image Text:mation mit All vers Left tion 1 Question 1. C Area A mplem tion 2 plete Ares AZ The figure (not drawn to scale) shows a prismatic bar subjected to axial (direct) forces F1 and F2. Given Young's modulus E=100 GPa, forces F=60 kN, F₂ = 90 kN, Lengths L₁ = 380 mm and L₂ = 200 mm, and cross-section areas A₁ = 190 mm² and A₂ = 500 mm², calculate the internal forces FBC and FAB in kN, the stresses σBC and σAB in MPa, and the total displacement dc in mm. Enter your answera in the boxes below. Respect the sign convention for tension and compression! The answers are acceptable within a tolerance of 1 kN for the force, 1 MPa for the stresses, and 0.01 mm for the displacement. FBC: kN FAB KN BC MPa AB: MPa δε : mm 16°C Mostly cloudy Q Search
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