Consider one wing aileron w/ rectangular planform. This aileron w/ constant chord has a span of ó ft & a uniform spanwise air load distribution of 10 lbs/ft. It is supported by two hinges wic are located at the tips of the span. The air loading is assumed to be transmitted to a single spar wic is connected at the tips to the wing. The cross-section of the spar is constant throughout the aileron span. Calculate the vertical reactions of the two hinges. (Check all correct answers) *

International Edition---engineering Mechanics: Statics, 4th Edition
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ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
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Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.60P: Determine Iu for the inverted T-section shown. Note that the section is symmetric about the y-axis.
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Consider one wing aileron w/ rectangular planform. This aileron w/ constant
chord has a span of ó ft & a uniform spanwise air load distribution of 10 Ibs/ft. It is
supported by two hinges w/c are located at the tips of the span. The air loading is
assumed to be transmitted to a single spar wic is connected at the tips to the
wing. The cross-section of the spar is constant throughout the aileron span.
Calculate the vertical reactions of the two hinges. (Check all correct answers) *
Bv = 0
Bv = 60 lb upward
Av = 30 lb upward
Av = 60 lb upward
Bv = 60 lb downward
Bv = 30 lb downward
Av = 0
Av = 60 lb downward
Bv = 30 lb upward
Av = 30 lb downward
Transcribed Image Text:Consider one wing aileron w/ rectangular planform. This aileron w/ constant chord has a span of ó ft & a uniform spanwise air load distribution of 10 Ibs/ft. It is supported by two hinges w/c are located at the tips of the span. The air loading is assumed to be transmitted to a single spar wic is connected at the tips to the wing. The cross-section of the spar is constant throughout the aileron span. Calculate the vertical reactions of the two hinges. (Check all correct answers) * Bv = 0 Bv = 60 lb upward Av = 30 lb upward Av = 60 lb upward Bv = 60 lb downward Bv = 30 lb downward Av = 0 Av = 60 lb downward Bv = 30 lb upward Av = 30 lb downward
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