Question 1. C B Area: A Ares: A2 يا The figure (not drawn to scale) shows a prismatic bar subjected to axial (direct) forces F and F2. Given Young's modulus E = 50 GPa, forces F₁ = 100 kN, F₂ = 80 kN, Lengths L₁ = 260 mm and L₂ = 260 mm, and cross-section areas A₁ = 300 mm² and A₂ = 400 mm², calculate the internal forces FBC and FAB in kN, the stresses σBC and σAB in MPa, and the total displacement Sc in mm. Enter your answera in the boxes below. 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. Respect the sign convention for tension and compression! FBC: KN FAB: KN BC: MPa AB: MPa бо: mm C stly cloudy 630 91 Q Search D
Question 1. C B Area: A Ares: A2 يا The figure (not drawn to scale) shows a prismatic bar subjected to axial (direct) forces F and F2. Given Young's modulus E = 50 GPa, forces F₁ = 100 kN, F₂ = 80 kN, Lengths L₁ = 260 mm and L₂ = 260 mm, and cross-section areas A₁ = 300 mm² and A₂ = 400 mm², calculate the internal forces FBC and FAB in kN, the stresses σBC and σAB in MPa, and the total displacement Sc in mm. Enter your answera in the boxes below. 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. Respect the sign convention for tension and compression! FBC: KN FAB: KN BC: MPa AB: MPa бо: mm C stly cloudy 630 91 Q Search D
Mathematics For Machine Technology
8th Edition
ISBN:9781337798310
Author:Peterson, John.
Publisher:Peterson, John.
Chapter61: Areas Of Circles, Sectors, And Segments
Section: Chapter Questions
Problem 23A: A force of 62,125 pounds pulls on a steel rod that has a diameter of 1800 inches. Find the force...
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
Transcribed Image Text:Question 1.
C
B
Area: A
Ares: A2
يا
The figure (not drawn to scale) shows a prismatic bar subjected to axial (direct) forces F and F2.
Given
Young's modulus E = 50 GPa,
forces F₁ = 100 kN, F₂ = 80 kN,
Lengths L₁ = 260 mm and L₂ = 260 mm,
and cross-section areas A₁ = 300 mm² and A₂ = 400 mm²,
calculate the internal forces FBC and FAB in kN,
the stresses σBC and σAB in MPa,
and the total displacement Sc in mm.
Enter your answera in the boxes below.
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.
Respect the sign convention for tension and compression!
FBC:
KN
FAB:
KN
BC:
MPa
AB:
MPa
бо:
mm
C
stly cloudy
630
91
Q Search
D
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