The jib crane is designed for a maximum capacity of 15 kN, and its uniform I-beam has a mass of 220 kg. Plot the magnitude R of the force on the pin at A as a function of x through its operating range of x = 0.2 m to x = 3.7 m. On the same set of axes, plot the x- and y- components of the pin reaction at A. Do these plots on a separate piece of paper. Then answer the following questions in Wiley Plus as a check for your work. (a) What is the value of R when x = 0.9 m? (b) What is the value of R when x = 3.6 m? (c) Determine the minimum value of R and the corresponding value of x. (d) For what value of R should the pin at A be designed?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The jib crane is designed for a maximum capacity of 15 kN, and its uniform I-beam has a mass of 220 kg. Plot the magnitude R of the
force on the pin at A as a function of x through its operating range of x = 0.2 m to x = 3.7 m. On the same set of axes, plot the x- and y-
components of the pin reaction at A. Do these plots on a separate piece of paper. Then answer the following questions in Wiley Plus as
a check for your work.
(a) What is the value of R when x = 0.9 m?
(b) What is the value of R when x = 3.6 m?
(c) Determine the minimum value of R and the corresponding value of x.
(d) For what value of R should the pin at A be designed?
1.1 m
Questions:
25°
2.8 m
15 KN
i
(a) If x = 0.9 m, R=
(b) If x= 3.6 m, R=
(c) The minimum value for R = i
(d) The pin should be designed to hold
i
x
i
kN
kN
kN at x =
kN.
m
Transcribed Image Text:The jib crane is designed for a maximum capacity of 15 kN, and its uniform I-beam has a mass of 220 kg. Plot the magnitude R of the force on the pin at A as a function of x through its operating range of x = 0.2 m to x = 3.7 m. On the same set of axes, plot the x- and y- components of the pin reaction at A. Do these plots on a separate piece of paper. Then answer the following questions in Wiley Plus as a check for your work. (a) What is the value of R when x = 0.9 m? (b) What is the value of R when x = 3.6 m? (c) Determine the minimum value of R and the corresponding value of x. (d) For what value of R should the pin at A be designed? 1.1 m Questions: 25° 2.8 m 15 KN i (a) If x = 0.9 m, R= (b) If x= 3.6 m, R= (c) The minimum value for R = i (d) The pin should be designed to hold i x i kN kN kN at x = kN. m
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The jib crane is designed for a maximum capacity of 15 kN, and its uniform I-beam has a mass of 220 kg. Plot the magnitude R of the
force on the pin at A as a function of x through its operating range of x = 0.2 m to x = 3.7 m. On the same set of axes, plot the x- and y-
components of the pin reaction at A. Do these plots on a separate piece of paper. Then answer the following questions in Wiley Plus as
a check for your work.
(a) What is the value of R when x = 0.9 m?
(b) What is the value of R when x = 3.6 m?
(c) Determine the minimum value of R and the corresponding value of x.
(d) For what value of R should the pin at A be designed?
1.1 m
Questions:
25°
15 KN
2.8 m
x
(a) If x = 0.9 m, R=
(b) If x= 3.6 m, R=
(c) The minimum value for R =
(d) The pin should be designed to hold i
KN
KN
48.30
kN at x = i 0.29
kN.
m
Transcribed Image Text:The jib crane is designed for a maximum capacity of 15 kN, and its uniform I-beam has a mass of 220 kg. Plot the magnitude R of the force on the pin at A as a function of x through its operating range of x = 0.2 m to x = 3.7 m. On the same set of axes, plot the x- and y- components of the pin reaction at A. Do these plots on a separate piece of paper. Then answer the following questions in Wiley Plus as a check for your work. (a) What is the value of R when x = 0.9 m? (b) What is the value of R when x = 3.6 m? (c) Determine the minimum value of R and the corresponding value of x. (d) For what value of R should the pin at A be designed? 1.1 m Questions: 25° 15 KN 2.8 m x (a) If x = 0.9 m, R= (b) If x= 3.6 m, R= (c) The minimum value for R = (d) The pin should be designed to hold i KN KN 48.30 kN at x = i 0.29 kN. m
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