A beam supports both a uniform distributed load and a concentrated force, as shown in the figure below. The uniform distributed load has a magnitude q = 700 lb/ft and extends across the entire beam. The concentrated force has a magnitude F = 22 kip and acts L = 9 ft to the right of point A. The beam has an overall length L = 24 ft, and is held in equilibrium by a pin at point A and a roller at point B. Neglect the height and weight of the beam for this analysis. Determine the internal shear force (V) and internal bending moment (M) at the following locations: F A ΑΙ V₁ = M₁ = LE F number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) (b) A point x₂ = 22 ft to the right of point A. V₂ = M2 = Note: Express your answers following the standard positive sign convention described in the Internal Loads - Positive Sign Convention document. (a) A point x₁ = 4 ft to the right of point A. L number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) kip kip - ft kip q kip - ft B 77
A beam supports both a uniform distributed load and a concentrated force, as shown in the figure below. The uniform distributed load has a magnitude q = 700 lb/ft and extends across the entire beam. The concentrated force has a magnitude F = 22 kip and acts L = 9 ft to the right of point A. The beam has an overall length L = 24 ft, and is held in equilibrium by a pin at point A and a roller at point B. Neglect the height and weight of the beam for this analysis. Determine the internal shear force (V) and internal bending moment (M) at the following locations: F A ΑΙ V₁ = M₁ = LE F number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) (b) A point x₂ = 22 ft to the right of point A. V₂ = M2 = Note: Express your answers following the standard positive sign convention described in the Internal Loads - Positive Sign Convention document. (a) A point x₁ = 4 ft to the right of point A. L number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) kip kip - ft kip q kip - ft B 77
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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please help me solve and explain
![A beam supports both a uniform distributed load and a concentrated force, as shown in the figure below. The
uniform distributed load has a magnitude q = 700 lb/ft and extends across the entire beam. The
concentrated force has a magnitude F = 22 kip and acts L = 9 ft to the right of point A. The beam has an
overall length L = 24 ft, and is held in equilibrium by a pin at point A and a roller at point B. Neglect the
height and weight of the beam for this analysis. Determine the internal shear force (V) and internal bending
moment (M) at the following locations:
F
A ΑΙ
V₁ =
M₁ =
LE
F
number (rtol=0.01, atol=1e-05)
number (rtol=0.01, atol=1e-05)
(b) A point x₂ = 22 ft to the right of point A.
V₂ =
M2
=
Note: Express your answers following the standard positive sign convention described in the Internal Loads -
Positive Sign Convention document.
(a) A point x₁ = 4 ft to the right of point A.
L
number (rtol=0.01, atol=1e-05)
number (rtol=0.01, atol=1e-05)
kip
kip - ft
kip
q
kip - ft
B
77](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F68cfc78d-9a17-4a18-9125-7ed4df6070d3%2Fe9c04e43-ac01-4b44-ae59-4f99c161ab18%2Fl6dhj1_processed.png&w=3840&q=75)
Transcribed Image Text:A beam supports both a uniform distributed load and a concentrated force, as shown in the figure below. The
uniform distributed load has a magnitude q = 700 lb/ft and extends across the entire beam. The
concentrated force has a magnitude F = 22 kip and acts L = 9 ft to the right of point A. The beam has an
overall length L = 24 ft, and is held in equilibrium by a pin at point A and a roller at point B. Neglect the
height and weight of the beam for this analysis. Determine the internal shear force (V) and internal bending
moment (M) at the following locations:
F
A ΑΙ
V₁ =
M₁ =
LE
F
number (rtol=0.01, atol=1e-05)
number (rtol=0.01, atol=1e-05)
(b) A point x₂ = 22 ft to the right of point A.
V₂ =
M2
=
Note: Express your answers following the standard positive sign convention described in the Internal Loads -
Positive Sign Convention document.
(a) A point x₁ = 4 ft to the right of point A.
L
number (rtol=0.01, atol=1e-05)
number (rtol=0.01, atol=1e-05)
kip
kip - ft
kip
q
kip - ft
B
77
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