EBK ENGINEERING FUNDAMENTALS: AN INTROD
5th Edition
ISBN: 8220100543401
Author: MOAVENI
Publisher: CENGAGE L
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Chapter 15, Problem 28P
To determine
Find the equation that best fits the following force deflection data points in Table 10.1 (a) of textbook and compare the actual and predicted
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Suppose we have a uniform beam that is 3.73 metres long has a flexural rigidity of 34301Nm.
Find the deflection of the beam in millimetres if the beam is under a uniform load of 86N/m and is supported with simple supports at both ends. Fill out the table below with your answers.
x�-coordinate
Deflection (mm��)
x=0.22
y(x)=
x=1.38
y(x) =
x=2.05
y(x) =
x=2.98
y(x) =
x=3.58
y(x) =
Enter as many decimal places as your calculator allows (8 to 10). Your answer must be within ±0.0005±0.0005 of the correct answer to be considered correct.
Consider the T-beam shown in (Figure 1). Suppose that
a = 80 mm, b=160 mm, c = 10 mm.
Figure
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1 of 1
Determine y, which locates the centroidal axis x' for the cross-sectional area of the T-beam.
Express your answer to three significant figures and include the appropriate units.
y =
Submit
Part B
IT' =
Submit
Part C
Value
Determine the moment of inertia I.
Express your answer to three significant figures and include the appropriate units.
Request Answer
Iy' =
Value
Request Answer
Units
Value
Units
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Determine the moment of inertia Iy'.
Express your answer to three significant figures and include the appropriate units.
Units
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(Figure 1)
Figure
30 mm
140 mm,
30 mm
30 mm
70 mm
30 mm
170 mm
1 of 1
Part A
Determine the distance to the centroid C of the beam's cross-sectional area.
Express your answer to three significant figures and include the appropriate units.
X =
Submit
Part B
Īy =
Value
μA
Submit
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Request Answer
Compute the moment of inertia Iy about the y' axis.
Express your answer to three significant figures and include the appropriate units.
Value
Request Answer
Units
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Units
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Chapter 15 Solutions
EBK ENGINEERING FUNDAMENTALS: AN INTROD
Ch. 15.1 - Prob. 1BYGCh. 15.1 - Prob. 2BYGCh. 15.1 - Prob. 3BYGCh. 15.1 - Prob. 4BYGCh. 15.1 - Prob. 5BYGCh. 15.2 - Prob. 1BYGCh. 15.2 - Prob. 2BYGCh. 15.2 - Prob. 3BYGCh. 15.2 - What is an M-file?Ch. 15.5 - Prob. 1BYG
Ch. 15.5 - Prob. 2BYGCh. 15.5 - Prob. 3BYGCh. 15.5 - Prob. 4BYGCh. 15.5 - Prob. 5BYGCh. 15 - Prob. 1PCh. 15 - Prob. 2PCh. 15 - Prob. 3PCh. 15 - Prob. 4PCh. 15 - Prob. 5PCh. 15 - Prob. 6PCh. 15 - Prob. 7PCh. 15 - Prob. 8PCh. 15 - Prob. 9PCh. 15 - Prob. 10PCh. 15 - Prob. 11PCh. 15 - Prob. 12PCh. 15 - Prob. 13PCh. 15 - Prob. 14PCh. 15 - Prob. 15PCh. 15 - Prob. 16PCh. 15 - Prob. 17PCh. 15 - Prob. 18PCh. 15 - Prob. 19PCh. 15 - Prob. 20PCh. 15 - Prob. 21PCh. 15 - Prob. 22PCh. 15 - Prob. 23PCh. 15 - Prob. 24PCh. 15 - Prob. 25PCh. 15 - Prob. 26PCh. 15 - Prob. 27PCh. 15 - Prob. 28PCh. 15 - Prob. 29PCh. 15 - Prob. 30PCh. 15 - Prob. 31PCh. 15 - The Body Mass Index (BMI) is a way of determining...Ch. 15 - Prob. 33PCh. 15 - Prob. 34PCh. 15 - Prob. 35PCh. 15 - Prob. 36PCh. 15 - Prob. 37PCh. 15 - Prob. 38PCh. 15 - Prob. 39PCh. 15 - Prob. 40P
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- Needs Complete typed solution with 100 % accuracy.arrow_forwardConsider the parallel springs shown in the accompanying figure. Realizing that the deflection of each spring in parallel is the same and the applied force must equal the sum of forces in individual springs, show that for springs in parallel the equivalent spring constant Ke isarrow_forwardThe force—deflection relationships for three springs are shown in the accompanying figure. What is the stiffness (spring constant) of each spring? Which one of the springs is the stiffest?arrow_forward
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- Consider a beam shown in the figure below. (Figure 1) Figure 1 ▼ of 1 400 lb/ft 6 ft 900 lb Part A Express the internal shear in terms of a for 0≤x≤6 ft, where x is in ft. Express your answer in terms of z. Express your answer using three significant figures. V= Submit V= V ΑΣΦ | Η Submit vec My Answers Give Up [VD ΑΣΦ | 41 Part B Express the internal shear in terms of x for 6 ft << 9 ft, where is in ft. Express your answer in terms of z. Express your answer using three significant figures. vec ? My Answers Give Up lb ? lbarrow_forwardConsider a beam shown in the figure below. (Figure 1) Figure 1 ▾of 1 400 lb/ft 6 ft 900 lb Part A Express the internal shear in terms of x for 0≤x≤6 ft, where is in ft. Express your answer in terms of z. Express your answer using three significant figures. V= Submit V= ΑΣΦΗ ΤΗ Submit vec My Answers Give Up [VD ΑΣΦ | 4 Part B Express the internal shear in terms of z for 6 ft << 9 ft, where is in ft. Express your answer in terms of z. Express your answer using three significant figures. vec ? My Answers Give Up lb ? lbarrow_forwardSuppose we have a uniform beam that is 3.40metres long has a flexural rigidity of 31915N Find the deflection of the beam in millimetres if the beam is under a uniform load of 24Nmand is supported with simple supports at both ends. Fill out the table below with your answers. x�-coordinate Deflection (mm��) x=0.14 y(x)�(�) = x=1.12 y(x)�(�) = x=1.80 y(x)�(�) = x=2.65 y(x)�(�) = x=3.06 y(x)�(�) = Enter as many decimal places as your calculator allows (8 to 10). Your answer must be within ±0.0005±0.0005 of the correct answer to be considered correct.arrow_forward
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