Conditions=[5 10 5 10 15;
10 5 10 15 10;
14.5 14.5 20 20 20];
Unknown=zeros(size(Conditions));
A=[-cosd(60) 1 0;%coefficient of R,Bx,By
-sind(60) 0 1;
7*cosd(60) 0 8];
for i=1:5
B=[Conditions(1,i);-Conditions(2,i)+Conditions(3,i);2*Conditions(3,i)+13*Conditions(2,i)+1.5*Conditions(1,i)];
Unknown(:,i)=A\B;
end
subplot(3,1,1)
plot(1:5,Unknown(1,:),'*');
xlabel('Condition')
ylabel('R')
title('Reaction load on top handle')
xlim([1 5]);
subplot(3,1,2)
plot(1:5,Unknown(2,:),'o');
xlabel('Condition')
ylabel('B_x')
title('Reaction load in x direction at point B')
xlim([1 5]);
subplot(3,1,3)
plot(1:5,Unknown(3,:),'^');
xlabel('Condition')
ylabel('B_y')
title('Reaction load in y direction at point B')
xlim([1 5]);

please use matlab Goal: Solve for the loads of the chain saw under different loading conditions....
Learning Goal: To solve for forces in statically indeterminate bars with axial loads. Consider a new structure, where the thickness of the bar is reduced to 32.5 mm from C to B (it is still square) (Figure 2) and <= 3.75 m. If the applied load is F - 370 kN , then what is the reaction at ? Let a positive reaction act to the right. The total length is still 6 m Express your answer with appropriate units...
PLEASE HELP SOLVE WITH MATLAB LANGUGE.
Below are hints to the problem. THANKS A LOT!!
2 Coriolis Force In a rotating frame-of-reference,the equations of motion of a particle, written in co- ordinates fixed to the frame, have additional terms due to the rotation of the frame itself Consider such a rotating frame, with its origin at the center of rotation.In these coor- dinates, the equations of motion for a point-mass subjected to forces F, and F S m, are F(0...
To solve for forces in statically indeterminate bars with axial loads.When the number of reaction forces is greater than the number of equilibrium equations, the system is statically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering compatibility relationships (i.e.) continuity of displacements and relationships between displacements and loads).For an axially loaded member, the compatibility relationship for the deflections can be written by setting the total relative axial displacement between the ends of the...
Learning Goal: To solve for forces in statically indeterminate bars with axial loads. Part A-Force with a known deflection When the number of reaction forces is greater than the number of equilibrium equations, the system is statically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering compatibility relationships (i.e., continuity of displacements and relationships between displacements and loads). The square bar shown (Figure 1) is 72.5 mm thick and 3.6 m long and is...
please help me with this MATLAB CODE and
explain to me what each line does and what is used for?
leave your comments as words, not as pictures.
.....................................................................................................................................................................
clear all; close all; % For a script file, you better start with
clear all and close all
% However, for a fucntion, you better NOT to start
% with them
%% End of cell mode example
%% Plot function
t = 0:0.1:5;
x1 = sin(2*5*t); x2 = cos(3*7*t);...
Example 8.6 A Weighted Forearm Goal Apply the equilibrium conditions to the human body. Humerus Biceps Problem AW = 51.5 N (12 lb) weight is held in a person's hand with the forearm horizontal, as in Figure 8.11. The biceps muscle is attached d = 0.0296 m from the joint, and the I- weight is I = 0.346 m from the joint. (b) Find the upward force F exerted by Figure 8.11 (a) A weight held with the the biceps...
1. Perform the following operations in MATLAB a. Use diff to find the derivative of y = cx2 and use subs to evaluate the resulting function at x = 10 and c = 2.5. Solve dy/dt = The frame shown in the figures below has a load P-1000 lb applied at an angle α-30 degrees. The frame dimensions das and dAD are 16" and 12", respectively. Assuming the surface at each support is frictionless, the following equations can be developed...
Learning Goal: Part A - Force with a known deflection To solve for forces in statically indeterminate bars with axial loads. When the number of reaction forces is greater than the number of equilibrium equations, the system is slatically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering compatibility relationships (.e., continuity of displacements and relationships between displacements and loads). For an axially loaded member, the compatibility relationship for the deflections can be written...
Matlab Matlab Matlab Matlab, Please solve this problem
Problem 4 : Runge's phenomenon For this proble, you wil interpolate the function h(x) = tanh(10x) in I [a, b, through n datapoints (xi, hx with equidistant nodes for several values of n, and observe the behavior of the interpolating polynomial as n increases. You should use the pair of functions polyfit and polyval In your prob40: (a) Interpolate the function tanh(10x) in [-1,1] using a uniform grid of n nodes, where...
using matlab to solve this problem as soon as possible
thanks
use
matlab to slove the problem as soon as possible
solve the activity of number 1&2&3 by using matlab
for
this problem i need from you to solve activity one and two and
three by using matlab
DIRECTIONS: Perform the following using MATLAB. After the simulation, your report must be uploaded in the Moodle Learning system. ACTIVITY I. VECTORS AND ITS OPERATIONS Procedure 1: Define two vectors a and...