Problem 6-38 of "Mechanics of Materials", by Hibbeler, 8th. edition,
in US system of customary units (Lb, in).
The problem is to draw the diagrams for shearing force and
bending moment for a beam, which is the wing of an aircraft,
while it is static on the ground. The forces applied on the structure
are a concentrated weight of 3000 Lb corresponding to an engine,
the weight carried by the landing gear is 15000 Lb, and the
weight of the structure itself (this may include the fuel inside
the wings), which is a distributed uniformly varying load.
The values of shear force and bending moment have to be
calculated at point A, which is the attachment point of the
wing to the fuselage of the aircraft.
________________________________________________________
% prob6_38.m
% Ricardo Ernesto Avila Montoya, Sep. 9, 2013. % Universidad Autonoma de Ciudad Juarez, Mexico
clc
cleardisp(' ')
disp('Problem 6-38, Hibbeler, "Mechanics of Materials", 8th. ed.')
disp(' ')
% Data
input section
% The
units of the problem are US
customary system (Lb, inch)
% The wing
of an aircraft is loaded with a 3000 Lb engine, % the reaction from the ground through the landing gear,
% and the distributed load of the structure itself.
delta_x =
.5; %
Increment for discretization of x axis.
x = (0: delta_x:
156)'; % Generate column array for x-axis (156 inch).
N = size(x,
1); % Size of
the x-axis discretization array
V = zeros(N,
1); % Shear force function of
x.
M = V; % Bending
moment function of x.
% Data
processing section
for index = 1:
N; % For every discrete point
along x.
% First portion of the beam, 0 < x < 96, inch
V(index) = -125 * x(index)^2 / (8*12^2);
M(index) = V(index) * x(index)/3;
if x(index) > 96; % Engine weight minus distributed
load
V(index) = V(index)-3000 + 6.25*
(x(index)-96)^2 / (10*12^2);M(index) = M(index)-3000*(x(index)-96)...
+6.25* (x(index)-96)^3 / (30*12^2);
end
if x(index) > 120; % Last portion of wing, next to
fuselage
V(index) = V(index) + 15000;M(index) = M(index) + 15000*(x(index)-120);
end
end
% Data
post-processing section
% Shear
force diagram
figure(1)
plot(x,V, 'b', 'linewidth', 2.5)grid
xlabel('x, inch')
ylabel('Shear force, Lb')
title('Shear force diagram')
axis tight
% Bending
moment diagram
figure(2)plot(x,M, 'r', 'linewidth', 2.5)
grid
xlabel('x, inch')
ylabel('Bending moment, Lb-in')
title('Bending Moment diagram')
axis tight
format long e
disp('Shear force
at point A: ')disp(V(N))
disp(' ')
disp('Bending
moment at point A: ')
disp(M(N))disp('_______________________________________')
format short
disp('***
Successful execution of program ***')
% end of
Matlab program
figure(1)
figure(2)
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