Question: Problem # 2 : ( 3 0 points ) The simple structure in Figure 2 a ( shown on the following page ) consists of
Problem #: points The simple structure in Figure a shown on the following page consists
of two members AB and AC Vertical bar AB is pinned at B and is pinned to bar AC at A Horizontal
bar AC is also pinned at C and it is subjected to a triangular load that varies in intensity from zero
at point C to wolbft at the left end of the bar. Bar ABE
GPa and yield stress sigma YMPa.AB that occurs in the plane of Figure a the supports at A and B act like
pins. For buckling of bar AB that occurs in the plane that is perpendicular to Figure a the support
at B acts like a fixed ie clamped end, and the connection at A acts like a pin.
The cross section of member ABDD AB as seen in Figure a; the mm dimension is
perpendicular to the plane of Figure a and corresponds to the depth of member AB not seen in
Figure a
aIinplane needed to calculate the buckling load Pinplane of member
AB for buckling in the plane of Figure a and use it to calculate the value of the buckling
load Pinplane
bIperp needed to calculate the buckling load Pperp of member AB for
buckling in the plane that is perpendicular to Figure a and use it to calculate the value of
the buckling load Pperp
cAB. Express the result in terms of wo
dwo before member AB buckles in the plane of Figure a and find
the largest value of wo before member AB buckles in the plane that is perpendicular to Figure
a
ewo before the member AC yields. As wo increases gradually from
zero, how does member AB fail first, and at what value of wo Explain.
fAB, then find the largest value of wo before member AB
buckles in the plane of Figure a In this case, as wo increases gradually from zero, how does
member AB fail first, and at what value of wo Explain.
Figure a
Figure b
Cross section of member AB as seen in view DD
Please solve for all parts, in details
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