3. Find the equivalent resultant force and the distance to the centroid in the x-direction for the system below. QUARTER 1% CIRCLE II.75 6,5 1/4 k- 5,25 A Used with permission from "Engineering Mechanics: Statics," McGill/King, 4th Ed., 2003 O a. Equivalent Resultant Force = 77.4 Ib down acting 2.41 feet right of origin b. Equivalent Resultant Force = 55.8 Ib down acting 2.47 feet right of origin C. Equivalent Resultant Force = 121 Ib down acting 2.34 feet right of origin d. None of the above
3. Find the equivalent resultant force and the distance to the centroid in the x-direction for the system below. QUARTER 1% CIRCLE II.75 6,5 1/4 k- 5,25 A Used with permission from "Engineering Mechanics: Statics," McGill/King, 4th Ed., 2003 O a. Equivalent Resultant Force = 77.4 Ib down acting 2.41 feet right of origin b. Equivalent Resultant Force = 55.8 Ib down acting 2.47 feet right of origin C. Equivalent Resultant Force = 121 Ib down acting 2.34 feet right of origin d. None of the above
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:3. Find the equivalent resultant force and the distance to the centroid in the x-direction for the system below.
QUARTER
1%
CIRCLE
II.75
6,5 1/4
k- 5,25 A
Used with permission from "Engineering Mechanics: Statics," McGill/King, 4th Ed., 2003
O a. Equivalent Resultant Force = 77.4 Ib down acting 2.41 feet right of origin
b. Equivalent Resultant Force = 55.8 Ib down acting 2.47 feet right of origin
C. Equivalent Resultant Force = 121 Ib down acting 2.34 feet right of origin
d. None of the above
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