If two loads are applied to a cantilever beam as shown in the accompanying drawing, the bending moment at 0 due to the loads is a,X, + a,X2.

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66. If two loads are applied to a cantilever beam as shown in
X 1s
the accompanying drawing, the bending moment at 0 due
to the loads is a,X, + a,X2.
olgniz s no 2oloirav lo
X loro X, va
noinsivsb bin
combarc
bus
from the
a. Suppose that X, and X, are independent rv's with
means 10 and 20 kN, respectively, and standard devi-
odi ations 2 and 4 kN, respectively. If a, = 1 m and
25ulev na, = 2 m, what is the expected bending moment and
biabaete what is the standard deviation of the bending
i 1edW moment?
b. If X, and X, are normally distributed, what is the
probability that the bending moment will exceed
75 kN-m?
dmC. Suppose the positions of the two loads are random
variables. Denoting them by A, and A,, assume that
these variables have means of 1 m and 2 m, respec-
с.
tively, that each has a standard deviation of 0.1, and
that all A,'s and X's are independent of one another.
What is the expected moment now?
d. For the situation of part (c), what is the variance of
the bending moment?
e. If the situation is as described in part (a) except that
Corr(X, X,) = .5 (so that the two loads are not inde-
pendent), what is the variance of the bending
%3D
moment?
Transcribed Image Text:66. If two loads are applied to a cantilever beam as shown in X 1s the accompanying drawing, the bending moment at 0 due to the loads is a,X, + a,X2. olgniz s no 2oloirav lo X loro X, va noinsivsb bin combarc bus from the a. Suppose that X, and X, are independent rv's with means 10 and 20 kN, respectively, and standard devi- odi ations 2 and 4 kN, respectively. If a, = 1 m and 25ulev na, = 2 m, what is the expected bending moment and biabaete what is the standard deviation of the bending i 1edW moment? b. If X, and X, are normally distributed, what is the probability that the bending moment will exceed 75 kN-m? dmC. Suppose the positions of the two loads are random variables. Denoting them by A, and A,, assume that these variables have means of 1 m and 2 m, respec- с. tively, that each has a standard deviation of 0.1, and that all A,'s and X's are independent of one another. What is the expected moment now? d. For the situation of part (c), what is the variance of the bending moment? e. If the situation is as described in part (a) except that Corr(X, X,) = .5 (so that the two loads are not inde- pendent), what is the variance of the bending %3D moment?
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